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Don't mess with structural engineers : expanding our role : [Proceedings of the 2009 Structures Congress : April 30-May 2, 2009, Austin, Texas

Author: Lawrence G Griffis; American Society of Civil Engineers.; Structural Engineering Institute.
Publisher: Reston, VA : American Society of Civil Engineers, [2009]
Edition/Format:   eBook : Document : Conference publication : EnglishView all editions and formats
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Contains over 300 papers presented at the Structures Congress 2009, 'Don't Mess with Structural Engineers - Expanding Our Role', which took place in Austin, Texas from April 30 to May 2, 2009. This  Read more...

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Genre/Form: Electronic books
Conference papers and proceedings
Congresses
Additional Physical Format: Print version:Structures Congress.
Don't mess with structural engineers
(OCoLC)426915301
Material Type: Conference publication, Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Lawrence G Griffis; American Society of Civil Engineers.; Structural Engineering Institute.
ISBN: 9780784472781 0784472785
OCLC Number: 432325832
Notes: Sponsored by the Structural Engineering Institute of the American Society of Civil Engineers.
Title from online table of contents page (viewed on Aug. 21, 2009).
Description: 1 online resource (various pagings) : illustrations
Contents: 183A Turnpike: A Design-Build Success Story --
Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges --
Safety Issues for Performance Based Design of High-Speed MAGLEV Guideway Structures --
Trapezoidal Steel Box Girder Design for Spur 366 Extension Project --
A Novel Approach to Analyze Existing Bridges Efficiently --
Numerical Investigation of River Ice-Bridge Pier Interaction --
Three-Dimensional Wind Correlation: Estimations from In-Situ Measurements --
A Method to Calculate Rotational Deformations of Curved Plate Girders during Lifting --
Construction Control of a Self-Anchored Suspension Bridge with Space Reticulate Cable --
Rehabilitating a Historic Wooden Covered Bridge to Carry Modern Truck Loads with No Visual Impacts to the Structure --
Finite Element Model Updating of Scale Bridge Model Using Measured Modal Response Data --
Structural Health Monitoring of Bridges: Fundamentals, Application Case Study and Organizational Considerations --
Structural Identification of Bridges to Assess Safety and Performance --
Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing --
Forty Foot Pedestrian Bridge : Aesthetics Integral to Structure Towamencin Township, PA --
Current State of Segmental Bridge Design/Construction in Texas --
Lake Lewisville Passage Span Bridge --
FEM Analysis and Field Vibration Testing of a Multispan Curved Girder Bridge --
Rolling Tire Functions for Finite Element Models --
Safety Evaluation of Seismic Behaviour of the Bill Emerson Memorial Cable-Stayed Bridge --
Secondary Moments of Continuous Prestressed Concrete Beams Using Closed Form Equation --
Curved Integral Abutment Bridges : Thermal Response Predictions through Finite Element Analysis --
Non-Linear Finite Element Analysis of RC Bridge Columns Using the Softened Membrane Model --
Seismic Design and Ductility Evaluation of Partially Concrete-Filled Steel Box Columns --
Mechanical Properties of Hot-Dip Galvanized Steel --
Metal Straps as Soil Reinforcement on Full Height Abutments --
On the Effect of Ductility of Confining Material on Concrete Ductility --
Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones --
Central Artery/Tunnel Project-Wide Post-Tensioning Tendon Grout Void Assessment --
Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions --
Saving Our Infrastructures --
Seismic Vulnerability of Bridges Susceptible to Spatially Distributed Soil Liquefaction Hazards --
Conversion of the 1.25 Mile Long Poughkeepsie-Highland Railroad Bridge into a Multi-Use State Park Using the Public-Private Partnership Process --
Minnesota's Preservation of State-Owned Historic Bridges for Long-Term Transportation Use --
Preserving Historic Bridges: Strategies to Overcome Obsolescence --
Rehabilitation of the Historic Hays Street Viaduct in San Antonio, Texas --
Rehabilitation of the Beveridge Suspension Bridge --
Ultrasonic Study at Cimarron Narrow-Gauge Railroad Bridge --
Kings Covered Bridge Rehabilitation, Somerset County, PA --
Retrofit Railings for Historic Metal Truss Bridges --
Experiences in Testing and Modeling for Bridge Maintenance and Rehabilitation --
Parametric Bootstrap for System Identification of a Scaled Reinforced Concrete Bridge --
Accounting for the Impact of Thermal Loads in Nondestructive Bridge Testing --
Structural Identification of Various Constructed Systems to Inform Decisions --
Development of Data Infrastructure for the Long Term Bridge Performance Program --
Long Term Bridge Performance Program: Identifying Long Term Bridge Performance Data Priorities --
LTBP Bridge Monitoring, Testing and Instrumentation --
Meeting LTBP Program Objectives through Periodical Bridge Condition Monitoring by Nondestructive Evaluation --
Relative Risk Assessment of Cable-Supported Structures --
Risk-Based Bridge Evaluations : A Texas Perspective --
A Comparison of AASHTO Bridge Load Rating Methods --
Creating a Bridge Inspection Program --
Managing Premature Concrete Deterioration in Bridges --
The Changing World of Underwater Bridge Inspections --
Luling Bridge Stay Cable Replacement --
Newport/Pell Bridge Main Cable Investigation and Anchorage Dehumidification --
Replacing Stay-Cables of the Rhine River Bridge Rheinbrücke Flehe without Traffic Interruption --
Stay Cable Vibration Testing at the Leonard --
A Probabilistic Model for the Estimation of Shear Capacity of Bridge Piers Subjected to Dynamic Loading --
Multi-Hazard Consideration of Seismic and Aging Threats to Bridges --
Storm Surge and Wave Loading on Bridge Superstructures --
Enhancing the Structural Performance of a Slender Residential Tower Using Supplemental Damping System --
Floor Response Spectra for Frame Buildings under Ultimate and Serviceability Limit States --
Performance-Based Design for Motion Control of a Supertall Tower --
Probabilistic Assessment of Occupant Comfort in Tall Buildings --
Direct Analysis Method Case Study : Addressing Stability for the Russia Tower --
Interface of the Direct Analysis Method and Seismic Design --
Three-Dimensional Verification and Application of the Direct Analysis Approach --
Effect of Restraint Force Location on the Response of Steel Beams Exposed to Fire --
Modified Connection Details for Single Plate Steel Connections under Fire --
Numerical Study of the Fire Resistance of Steel Columns in Axial Compression and Uniform Bending --
Stress-Strain Relationships for Concrete at Elevated Temperatures --
Behavior of High Strength Concrete Columns under Design Fire Scenarios --
Simple Approach for Calculating Inelastic Deflections of Simply Supported Steel Beams under Fire --
Stability Behavior of Steel Building Structures with Perimeter MRFs under Fire Loading Effects --
Effects of Structural and Aerodynamic Couplings on the Dynamic Response of Tall Twin Buildings with a Skybridge --
Wind Engineering for Louisville Museum Plaza --
Wind Engineering Studies for Super-Tall Buildings --
Design and Specification of Standing Seam Roof Panels and Systems --
Design and Specification of Metal Studs --
Origins of R=3 --
Cyclic Behavior and Performance of Beam-Column Connections in Concentrically Braced Frames --
Vertical Bracing Connections for Moderate Seismic Demands --
Building Design for Moderate Seismic Regions --
Eccentric Braced Frame Design for Moderate Seismic Regions --
Seismic Performance of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions --
Steel-Framed Rocking Structural Systems for Moderate Seismic Zones --
Definition and Examples of Functionally Upgraded Passive Devices --
Effectiveness of Partial Isolation of Bridges for Improving Column Performance. Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper --
Seismic Isolators of Variable Stiffness for Earthquakes with Strong Long-Period Components --
Structural Control Using Functionally Upgraded Spring-Damper Isolator Having Integral Gapping Elements --
Experimental Study on the Seismic Performance of a Large-Scale TLD Model with Sloped Bottoms --
Variation of Supplemental Stiffness and Damping Using Adjustable Passive Fluid Spring and Damper in Scissor Jack System --
"Archineering" Trends for Tensioned Fabric Structures --
Design of Connections for Tensioned Fabric Structures --
Loading Considerations for Tensioned Fabric Structures --
Modeling of Tensioned Fabric Structures --
Architectural Membranes Used for Tensile Membrane Structures --
Structural Fabric Tear Propagation --
Buckling Restrained Braced Frame Application for a Power Plant --
Design of Modular Composite Walls Subjected to Thermal and Mechanical Loading --
Use of Concrete Filled Tube (CFT) Vertical Braces in a Moderate/High Seismic Area --
From Cooling Towers to Chimneys of Solar Upwind Power Plants --
New German Natural Draft Cooling Towers for High-Efficient Power Generation --
An Investigation on Seismic Resistance of Reinforced Concrete Industrial Chimneys --
Evaluation of Concrete Chimneys Designed According to ACI 307 Standard --
The New ACI 307-08 Chimney Code : Seismic Design Requirements --
Nonlinear Analysis of a Collapsed Reinforced Concrete Chimney --
Seismic Behavior Considerations for Jumbo Container Cranes --
Seismic Hazard Mitigation of Wine Barrel Stacks --
Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation --
Experimental Investigation of Full-Depth Precast Overhang Panels for Concrete Bridge Decks --
Mechanical Properties of Steel Fiber Reinforced Concrete Beams --
Shear Capacity of Large-Scale Bridge Bent Specimens Subject to Alkali-Silica Reaction and Delayed Ettringite Formation --
Shear Strength of Steel Fiber Reinforced Prestressed Concrete Beams --
Elevated Temperature Properties of ASTM A992 Steel --
Loss Model for Seismically Damaged Structures --
NSF NEES Small-Group Project on Performance-Based Design of Masonry and Masonry Veneer --
Realtime Damage Detection in Buildings Using Filter Based Radial Basis Function Network Mapping --
Developing Rational and Efficacious Blast-Resistant Design Methodologies --
Localized Damage Effects on Building Robustness --
Methodologies for Progressive Collapse Analysis --
Blast Design of Stay-in-Place PVC-Formed Concrete Walls --
Blast Response of Conventional and High Performance Reinforced Concrete Panels --
Load-Impulse Diagrams for Protected Facility Assessment --
Response and Analyses of Multi-Wythe Insulated Masonry Walls to Out-of-Plane Dynamic Pressure --
Blind Identification of Civil Structures --
Modal Identification and Damage Detection for Structural Health Monitoring under Ambient Vibration Environment --
Modal Parameter Identification of MDOF Structures Based on Vibration Test --
Development of Quasi-Static Loading Protocols for Drift-Sensitive Nonstructural Building Components --
FEM Analysis of Interaction Effects of 3-D RC Members Subjected to Multi-Directional Cyclic Loading --
Gusset Plate Connections in Concentrically Braced Steel Structures --
Optimization in Structural Analysis and Design --
Resistance Definition for Membrane Retrofit Concrete Masonry Walls Subjected to Blast --
A Fiber-Based Heat Transfer Element for Modeling the Thermal Response of Structural Members Subjected to Fire --
Dynamic Energy Based Method for Progressive Collapse Analysis --Modeling Performance of Residential Wood Frame Structures Subjected to Hurricane Storm Surge --
Response of Concrete Masonry Walls to Simulated Blast Loads --
Anatomy of Damage to Coastal Construction: A Multi-Hazard Perspective --
Blast Performance of Prestressed Concrete Panels --
Common Misconceptions in Determining Wind/Water Damage Causation --
Energy Limit States and Maximum Mullion End Rotations for Nearly-Conventional Curtain Walls Subjected to Extreme Out-of-Plane Loads --
Effects of Loading Parameters on the Behavior of Unbonded Post-Tensioning Strand/Anchorage Systems in Seismic Regions --
Experimental Evaluation of Post-Tensioned Precast Concrete Coupling Beams --
Seismic Damage Evaluation for Low-Rise RC School Buildings in Taiwan --
Comparative Study of Bolted versus Welded SCBF Connections --
Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices --
Role of Yield Mechanism Selection on Seismic Behavior of Steel Moment Frames Designed by Performance-Based Plastic Method --
Analytical Fragility Models for Box Girder Bridges with and without Protective Systems --
Energy-Based Seismic Fragility Analysis of Actively Controlled Structures --
Seismic Performance and Retrofit for Tilt-Up Concrete Buildings in Mid-America --
An Overview of Self-Centering Steel Moment Frames --
Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically Braced Frames --
Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders --
Lateral Resistance Using Steel Slit Panel Frames (SSPFs) --
555m Tall Lotte Super Tower, Seoul, Korea --
Russia Tower: Design Challenges --
The Challenges in Designing the World's Tallest Structure: The Burj Dubai Tower --
Integrated Architectural Design --
Integrated Design: Everything Matters The Development of Burj Dubai and the New Beijing Poly Plaza --
A Practical Model for Beam-Column Connection Behavior in Reinforced Concrete Frames --
Headed Reinforcement Applications for Reinforced Concrete Beam-Column Connections --
Lateral Drift Limits for Structural Concrete Slab-Column Connections, Including Shear Reinforcement Effects --
Performance and Design of Eccentric Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Load Reversals --
Allowable Tensile Stress Limit at Prestress Transfer --
Effects of Increasing the Allowable Compressive Stress at Prestress Transfer --
Fatigue Durability of Partially Post-Tensioned Concrete Members --
ACI 318 : STRUCTURAL CONCRETE BUILDING CODE REORGANIZATION --
ACI 318 Building Code : The Time is Right for Reorganization --
BUILDING CONSENSUS: Reorganization of the ACI 318 Building Code for Structural Concrete --
Member Based Design Using a Reorganized ACI 318 Building Code --
Contribution of Concrete to Shear Resistance. Contribution of Stirrups to Shear Resistance --
Depth Effect in Reinforced Concrete Deep Beams --
Shear Strength of Members without Transverse Reinforcement --
A Tracking Error-Based Adaptive Compensation Scheme for Real-Time Hybrid Simulation --
Characteristics of PVA Fiber-Reinforced Mortars --
Experimental Determination of the Seismic Response of Port Container Cranes Including Uplift Phenomena --
Experimental Investigation on Granite Masonry Behavior under Compression --
Stability Behavior and Design of Steel Columns under Fire Loading --
A Novel Cable-Enhanced, Wire-Mesh Reinforcement System for Structural Concrete to Improve Its Blast-Resisting Properties --
Combined Shear and Wind Uplift Resistance of Wood Structural Panel Shearwalls --
Design of Hybrid Precast Concrete Walls for Seismic Regions --
Proof of Concept Testing of Cable Bracing System with Rotating Central Energy Dissipater --
Development of 3D Models of Steel Moment-Frame Buildings for Assessment of Robustness and Progressive Collapse Vulnerability --
Development of Reduced Structural Models for Assessment of Progressive Collapse --
Testing and Analysis of Steel Beam-Column Assemblies under Column Removal Scenarios --
Overview of the Revised DOD Progressive Collapse Design Requirements --
Revision of the Tie Force and Alternate Path Approaches in the DOD Progressive Collapse Design Requirements --
Development and Application of Linear and Non-Linear Static Approaches in UFC 4-023-03 --
Discussion of Examples Using the Revised DOD Progressive Collapse Design Requirements --
A Measure of Lifetime Structural Robustness --
Evaluating Measures of Structural Robustness --
Performance as a Measure of Robustness --
Probabilistic Analysis of Bridge Redundancy --
Redundancy of Structural Systems Based on Survivor Functions --
Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs Ductility-Centred Methods --
Experimental and Analytical Investigations on the Response of Structural Building Frames Further to a Column Loss --
Progressive Collapse: Failure Criteria Used in Engineering Analysis --
Response of End-Plate Joints under Combined Forces --
Applicability of Prescribed Robustness and Design Approaches to Building Classes for Disproportionate Collapse Resistance --
Approaches for Design to Resist Disproportionate Collapse --
Levels of Prescribed Enhanced Robustness for Mitigation of Disproportionate Collapse --
Risk Assessment to Support Design to Resist Disproportionate Collapse --
Abnormal Loads and Disproportionate Collapse: Risk Mitigation Strategies --
Behavior of Varied Steel Frame Connection Types Subjected to Air Blast, Debris Impact, and/or Post-Blast Progressive Collapse Load Conditions --
Evaluation of an Existing Steel Frame Building against Progressive Collapse --
Progressive Collapse Nomenclature --
Disproportionate Collapse Research Needs --
Disproportionate Collapse: The Futility of Using Nonlinear Analysis --
A Time-Domain Covariance-Based Parameter Estimation Method for Torsional Shear Buildings --
Application of a Time-Domain Local Identification Methodology to Compact Analysis of Continuous and Complete Structural Response Data --
Effects of the Structural Identification on the Appearance of Multiple Solutions in Model Updating --
Updating Structural Properties Using Modal Parameters Considering Measurement Errors --
Assessment and Restoration of Post-Tensioned Buildings : Parking Ramp Structures --
Repair of Three-Story Residential Condominium in Lake Oswego, Oregon --
Repair of Concrete Elements Using Externally Bonded Reinforcement: 30 Year History --
Second Avenue Subway Project, New York : Reconstructing Existing Buildings for New Station Entrances --
Structural and Environmental Stabilization of a Historic Wood-Framed Museum --
A Case Study on the Use of Advanced Fiberwrap Composites for the Structural Rehabilitation of Pre-Stressed Structural Elements --
Elastic Buckling Finite Strip Analysis of the AISC Sections Database and Proposed Local Plate Buckling Coefficients --Repair of Pile Cap Foundations Using Strut-and-Tie Models --
Behavior of Floor Systems under Realistic Fire Loading --
Rotation and Strength Demands for Simple Connections to Support Large Vertical Deflections --
Modeling Structural Collapse Including Floor Slab Contributions --
A Case Study in Analyzing the Response of Structures to a Jet Fuel Vapor-Phase Explosion --
Comprehensive Component Based Screening Curve Library --
Blast Analysis and Retrofit of Structures in Industrial Facilities --
Recent Research for Wind Loads on Petrochemical Structures --
Wind Load Considerations for Existing Petrochemical Structures --
Dynamic Analysis of a Wind Turbine and Foundation to Assess Liquefaction Potential of Bearing Soils --
Fatigue-Driven Wind Farm Towers: A Practical Introduction to Fatigue Calculations --
Blast Resistance of Unreinforced Masonry (URM) Walls Retrofitted with Nano Reinforced Elastomeric Materials --
Design and Detailing Guidelines for Bridge Columns Subjected to Blast and Other Extreme Loads --
Subsystem Instability Conditions in Steel Frames Associated with Extreme Lateral Loading --
Analysis of Critical Gusset Plates in the Collapsed I-35W Bridge --
Compliance Ratio Method for Calculating Energy Release Rates in Structural Steels --
Fatigue Analysis of Peened Bridge Welds under Realistic Service Loading Conditions Including Periodic Overload Events --
Service Life Prediction for Weathering Steel Highway Structures --
Prefabricated Floor and Roof Panels with Engineered Cementitious Composites (ECC) --
Damage Tolerant ECC for Integrity of Structures under Extreme Loads --
Engineered Cementitious Composites: An Innovative Concrete for Durable Structure --
Sustainable Infrastructure Systems Using Engineered Cementitious Composites. Changing the Home Building Paradigm of the Gulf South through Education --
How to SEE Design in the Future --
Wood Education Institute : The Entrepreneurial Spirit of Cooperation between the Wood Industry and the University System --
Suggested Steps to Follow for the Enactment of a Separate Structural Engineering Practice Act --
The Business of Ethics --
Ethics and Technical Assessment after a Disaster: An Ongoing Case Study --
Intelligent Design Codes --
Cracking in Concrete Fill on Metal Decks, Cracking in Flat Plate Concrete Slabs, and Cracking in Concrete Walls --
Economy in Stiffened Seated Beam Connections --
The St. Regis Hotel and Residence (Atlanta, GA) : Analysis, Design, and Construction --
Blast Protection of Buildings : Design Criteria and Loads --
Blast Protection of Buildings : Structural Systems, Protected Spaces, Building Envelope and Glazing --
Blast Protection of Buildings : Detailing and Performance Qualification --
All is Not Clear in ACI 318 Building Code --
Comparison of Structural Seismic Design Using AASHTO, IBC and AREMA --
European Standards for Repair and Protection of Concrete --
Quality Control of Wire Strand Used in Prestressed and Post Tensioned Structures --
Specifying Steel Joists, Joist Girders and the IBC 2006 --
Design Aspects of the New Liverpool Football Club Stadium Roof --
Engineering the Arch and Roof of Wembley Stadium --
New Dallas Cowboys Stadium: Longest Single-Span Roof Structure in the World --
International Stadium Projects: Each Unique and Easy to Recognize --
Impact of Empirical Models for Approach Wind Exposures on Wind Loading on Low Buildings : A Comparative Study --
Design Wind Speed Characteristics --
Wind Loading and Building Exposure: Are We Still on A, B, C? --
Ford Calumet Environmental Center: Educating the Region in Sustainable Design --
Seismic Evaluation of a Green Building Structural System: ICF Grid Walls --
Building Envelope Life Cycle Condition Evaluation Using a Distress-Based Methodology --
Fabric Formwork : An Alternative Concrete Construction System --
The Emergence of Rice Husk Ash : A Complimentary Cementing Material with Untapped Global Potential --
Architectural Precast Panel Systems Used for Lateral Force Resistance --
Cable-Nets and `Rocker Mechanisms' The New Beijing Poly Plaza --
Designing the Right Double Skin Fac̦ade --
New Frontiers in the Design of Integrated Exterior Wall Systems --
Design Synthesis and Analysis of a Solar Chimney at KAUST --
Models for Offshore Wind Turbine Foundations and Their Influence on Long-Term Loads --
Structural Design of the KAUST Solar Tower --
Wind Considerations for Loose-Laid and Photovoltaic Roofing Systems --
Analysis of Strong Motion Data from Buildings --
Analysis of Waffle Slabs with and without Openings --
Causal Clipped Semi-Active Control of Earthquake Response --
Corrosion Evaluation & Cable Break Detection for Post-Tensioned and Prestressed Cables --
Dynamic Response of the Long Channel Resting on the Soil and Excited by SH Waves --
Effect of Restraint on Behavior of Inverted Hyperbolic Paraboloid Shells under Unbalanced Live Loads --
Effects of NSM CFRP Bars in Shear Strengthening of Concrete Members --
Fiber Model Analysis of RC Elements Subjected to Torsion --
Finite Element Analysis of Stiffened Beam Column Connection --
Inelastic Analysis of Foundation Structures --
Numerical Modeling of Flexural Enhancement in Carbon Nanotube/Cement Composite --
Preliminary Design of a Special Monumental Structure --
Theoretical Stress-Strain Model for High-Strength Concrete Confined with Opposing Spirals --
Uniaxial Compression Behavior of Actively Confined Concrete Using Shape Memory Alloys --
Reflection on the Earthquake Design Practice in Hong Kong through a Time History Analysis --
A Comparison between High Water Marks and Hydrograph Recordings in Hurricane Rita --
A Geometrical Inclusion-Matrix Model for Concrete --
A Low-Cost Housing Option in Seismic Regions --
Analysis and Design of a 47-Story Reinforced Concrete Structure : Futian Shangri-La Hotel Tower --
Behavior of a Long-Term Tensile Force Measurement Device --
Carbon Fiber Composite Jackets to Protect Reinforced Concrete Columns against Blast Damage --
Effect of Arching on Passive Earth Pressure for Rigid Retaining Walls Considering Translation Mode --
Evaluation of Capacity Spectrum Method for Estimate of Seismic Performance in Buckling --
Restrained Braced Frame --
Evaluation of Missing Column Analyses in Progressive Collapse Design Codes --
Inelastic Behavior of Structural Steels under Cyclic Biaxial Nonproportional Loading --
Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading --
Long-Span Truss Structures for Low-Vibration Environments --
Probabilistic Approach to Progressive Collapse Prevention. Physics Based Simulations --
Role of Ground Motion Selection Method in Collapse Capacity Assessment of Structures --
Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System --
Seismic Retrofit of Large-Scale Reinforced Concrete Columns by Prestressed High-Strength Metal Strips --
Simulation of Combination of Snow and Earthquake Hazards --
Trading Places: An International Exchange Program for Engineers from the United States and Denmark --
Wind Loads on Patio Covers.
Other Titles: Proceedings of the 2009 Structures Congress
Responsibility: edited by Lawrence Griffis [and others].

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   schema:description "Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper -- Seismic Isolators of Variable Stiffness for Earthquakes with Strong Long-Period Components -- Structural Control Using Functionally Upgraded Spring-Damper Isolator Having Integral Gapping Elements -- Experimental Study on the Seismic Performance of a Large-Scale TLD Model with Sloped Bottoms -- Variation of Supplemental Stiffness and Damping Using Adjustable Passive Fluid Spring and Damper in Scissor Jack System -- "Archineering" Trends for Tensioned Fabric Structures -- Design of Connections for Tensioned Fabric Structures -- Loading Considerations for Tensioned Fabric Structures -- Modeling of Tensioned Fabric Structures -- Architectural Membranes Used for Tensile Membrane Structures -- Structural Fabric Tear Propagation -- Buckling Restrained Braced Frame Application for a Power Plant -- Design of Modular Composite Walls Subjected to Thermal and Mechanical Loading -- Use of Concrete Filled Tube (CFT) Vertical Braces in a Moderate/High Seismic Area -- From Cooling Towers to Chimneys of Solar Upwind Power Plants -- New German Natural Draft Cooling Towers for High-Efficient Power Generation -- An Investigation on Seismic Resistance of Reinforced Concrete Industrial Chimneys -- Evaluation of Concrete Chimneys Designed According to ACI 307 Standard -- The New ACI 307-08 Chimney Code : Seismic Design Requirements -- Nonlinear Analysis of a Collapsed Reinforced Concrete Chimney -- Seismic Behavior Considerations for Jumbo Container Cranes -- Seismic Hazard Mitigation of Wine Barrel Stacks -- Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation -- Experimental Investigation of Full-Depth Precast Overhang Panels for Concrete Bridge Decks -- Mechanical Properties of Steel Fiber Reinforced Concrete Beams -- Shear Capacity of Large-Scale Bridge Bent Specimens Subject to Alkali-Silica Reaction and Delayed Ettringite Formation -- Shear Strength of Steel Fiber Reinforced Prestressed Concrete Beams -- Elevated Temperature Properties of ASTM A992 Steel -- Loss Model for Seismically Damaged Structures -- NSF NEES Small-Group Project on Performance-Based Design of Masonry and Masonry Veneer -- Realtime Damage Detection in Buildings Using Filter Based Radial Basis Function Network Mapping -- Developing Rational and Efficacious Blast-Resistant Design Methodologies -- Localized Damage Effects on Building Robustness -- Methodologies for Progressive Collapse Analysis -- Blast Design of Stay-in-Place PVC-Formed Concrete Walls -- Blast Response of Conventional and High Performance Reinforced Concrete Panels -- Load-Impulse Diagrams for Protected Facility Assessment -- Response and Analyses of Multi-Wythe Insulated Masonry Walls to Out-of-Plane Dynamic Pressure -- Blind Identification of Civil Structures -- Modal Identification and Damage Detection for Structural Health Monitoring under Ambient Vibration Environment -- Modal Parameter Identification of MDOF Structures Based on Vibration Test -- Development of Quasi-Static Loading Protocols for Drift-Sensitive Nonstructural Building Components -- FEM Analysis of Interaction Effects of 3-D RC Members Subjected to Multi-Directional Cyclic Loading -- Gusset Plate Connections in Concentrically Braced Steel Structures -- Optimization in Structural Analysis and Design -- Resistance Definition for Membrane Retrofit Concrete Masonry Walls Subjected to Blast -- A Fiber-Based Heat Transfer Element for Modeling the Thermal Response of Structural Members Subjected to Fire -- Dynamic Energy Based Method for Progressive Collapse Analysis --Modeling Performance of Residential Wood Frame Structures Subjected to Hurricane Storm Surge -- Response of Concrete Masonry Walls to Simulated Blast Loads -- Anatomy of Damage to Coastal Construction: A Multi-Hazard Perspective -- Blast Performance of Prestressed Concrete Panels -- Common Misconceptions in Determining Wind/Water Damage Causation -- Energy Limit States and Maximum Mullion End Rotations for Nearly-Conventional Curtain Walls Subjected to Extreme Out-of-Plane Loads -- Effects of Loading Parameters on the Behavior of Unbonded Post-Tensioning Strand/Anchorage Systems in Seismic Regions -- Experimental Evaluation of Post-Tensioned Precast Concrete Coupling Beams -- Seismic Damage Evaluation for Low-Rise RC School Buildings in Taiwan -- Comparative Study of Bolted versus Welded SCBF Connections -- Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices -- Role of Yield Mechanism Selection on Seismic Behavior of Steel Moment Frames Designed by Performance-Based Plastic Method -- Analytical Fragility Models for Box Girder Bridges with and without Protective Systems -- Energy-Based Seismic Fragility Analysis of Actively Controlled Structures -- Seismic Performance and Retrofit for Tilt-Up Concrete Buildings in Mid-America -- An Overview of Self-Centering Steel Moment Frames -- Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically Braced Frames -- Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders -- Lateral Resistance Using Steel Slit Panel Frames (SSPFs) -- 555m Tall Lotte Super Tower, Seoul, Korea -- Russia Tower: Design Challenges -- The Challenges in Designing the World's Tallest Structure: The Burj Dubai Tower -- Integrated Architectural Design -- Integrated Design: Everything Matters The Development of Burj Dubai and the New Beijing Poly Plaza -- A Practical Model for Beam-Column Connection Behavior in Reinforced Concrete Frames -- Headed Reinforcement Applications for Reinforced Concrete Beam-Column Connections -- Lateral Drift Limits for Structural Concrete Slab-Column Connections, Including Shear Reinforcement Effects -- Performance and Design of Eccentric Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Load Reversals -- Allowable Tensile Stress Limit at Prestress Transfer -- Effects of Increasing the Allowable Compressive Stress at Prestress Transfer -- Fatigue Durability of Partially Post-Tensioned Concrete Members -- ACI 318 : STRUCTURAL CONCRETE BUILDING CODE REORGANIZATION -- ACI 318 Building Code : The Time is Right for Reorganization -- BUILDING CONSENSUS: Reorganization of the ACI 318 Building Code for Structural Concrete -- Member Based Design Using a Reorganized ACI 318 Building Code -- Contribution of Concrete to Shear Resistance."@en ;
   schema:description "Contribution of Stirrups to Shear Resistance -- Depth Effect in Reinforced Concrete Deep Beams -- Shear Strength of Members without Transverse Reinforcement -- A Tracking Error-Based Adaptive Compensation Scheme for Real-Time Hybrid Simulation -- Characteristics of PVA Fiber-Reinforced Mortars -- Experimental Determination of the Seismic Response of Port Container Cranes Including Uplift Phenomena -- Experimental Investigation on Granite Masonry Behavior under Compression -- Stability Behavior and Design of Steel Columns under Fire Loading -- A Novel Cable-Enhanced, Wire-Mesh Reinforcement System for Structural Concrete to Improve Its Blast-Resisting Properties -- Combined Shear and Wind Uplift Resistance of Wood Structural Panel Shearwalls -- Design of Hybrid Precast Concrete Walls for Seismic Regions -- Proof of Concept Testing of Cable Bracing System with Rotating Central Energy Dissipater -- Development of 3D Models of Steel Moment-Frame Buildings for Assessment of Robustness and Progressive Collapse Vulnerability -- Development of Reduced Structural Models for Assessment of Progressive Collapse -- Testing and Analysis of Steel Beam-Column Assemblies under Column Removal Scenarios -- Overview of the Revised DOD Progressive Collapse Design Requirements -- Revision of the Tie Force and Alternate Path Approaches in the DOD Progressive Collapse Design Requirements -- Development and Application of Linear and Non-Linear Static Approaches in UFC 4-023-03 -- Discussion of Examples Using the Revised DOD Progressive Collapse Design Requirements -- A Measure of Lifetime Structural Robustness -- Evaluating Measures of Structural Robustness -- Performance as a Measure of Robustness -- Probabilistic Analysis of Bridge Redundancy -- Redundancy of Structural Systems Based on Survivor Functions -- Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs Ductility-Centred Methods -- Experimental and Analytical Investigations on the Response of Structural Building Frames Further to a Column Loss -- Progressive Collapse: Failure Criteria Used in Engineering Analysis -- Response of End-Plate Joints under Combined Forces -- Applicability of Prescribed Robustness and Design Approaches to Building Classes for Disproportionate Collapse Resistance -- Approaches for Design to Resist Disproportionate Collapse -- Levels of Prescribed Enhanced Robustness for Mitigation of Disproportionate Collapse -- Risk Assessment to Support Design to Resist Disproportionate Collapse -- Abnormal Loads and Disproportionate Collapse: Risk Mitigation Strategies -- Behavior of Varied Steel Frame Connection Types Subjected to Air Blast, Debris Impact, and/or Post-Blast Progressive Collapse Load Conditions -- Evaluation of an Existing Steel Frame Building against Progressive Collapse -- Progressive Collapse Nomenclature -- Disproportionate Collapse Research Needs -- Disproportionate Collapse: The Futility of Using Nonlinear Analysis -- A Time-Domain Covariance-Based Parameter Estimation Method for Torsional Shear Buildings -- Application of a Time-Domain Local Identification Methodology to Compact Analysis of Continuous and Complete Structural Response Data -- Effects of the Structural Identification on the Appearance of Multiple Solutions in Model Updating -- Updating Structural Properties Using Modal Parameters Considering Measurement Errors -- Assessment and Restoration of Post-Tensioned Buildings : Parking Ramp Structures -- Repair of Three-Story Residential Condominium in Lake Oswego, Oregon -- Repair of Concrete Elements Using Externally Bonded Reinforcement: 30 Year History -- Second Avenue Subway Project, New York : Reconstructing Existing Buildings for New Station Entrances -- Structural and Environmental Stabilization of a Historic Wood-Framed Museum -- A Case Study on the Use of Advanced Fiberwrap Composites for the Structural Rehabilitation of Pre-Stressed Structural Elements -- Elastic Buckling Finite Strip Analysis of the AISC Sections Database and Proposed Local Plate Buckling Coefficients --Repair of Pile Cap Foundations Using Strut-and-Tie Models -- Behavior of Floor Systems under Realistic Fire Loading -- Rotation and Strength Demands for Simple Connections to Support Large Vertical Deflections -- Modeling Structural Collapse Including Floor Slab Contributions -- A Case Study in Analyzing the Response of Structures to a Jet Fuel Vapor-Phase Explosion -- Comprehensive Component Based Screening Curve Library -- Blast Analysis and Retrofit of Structures in Industrial Facilities -- Recent Research for Wind Loads on Petrochemical Structures -- Wind Load Considerations for Existing Petrochemical Structures -- Dynamic Analysis of a Wind Turbine and Foundation to Assess Liquefaction Potential of Bearing Soils -- Fatigue-Driven Wind Farm Towers: A Practical Introduction to Fatigue Calculations -- Blast Resistance of Unreinforced Masonry (URM) Walls Retrofitted with Nano Reinforced Elastomeric Materials -- Design and Detailing Guidelines for Bridge Columns Subjected to Blast and Other Extreme Loads -- Subsystem Instability Conditions in Steel Frames Associated with Extreme Lateral Loading -- Analysis of Critical Gusset Plates in the Collapsed I-35W Bridge -- Compliance Ratio Method for Calculating Energy Release Rates in Structural Steels -- Fatigue Analysis of Peened Bridge Welds under Realistic Service Loading Conditions Including Periodic Overload Events -- Service Life Prediction for Weathering Steel Highway Structures -- Prefabricated Floor and Roof Panels with Engineered Cementitious Composites (ECC) -- Damage Tolerant ECC for Integrity of Structures under Extreme Loads -- Engineered Cementitious Composites: An Innovative Concrete for Durable Structure -- Sustainable Infrastructure Systems Using Engineered Cementitious Composites."@en ;
   schema:description "Changing the Home Building Paradigm of the Gulf South through Education -- How to SEE Design in the Future -- Wood Education Institute : The Entrepreneurial Spirit of Cooperation between the Wood Industry and the University System -- Suggested Steps to Follow for the Enactment of a Separate Structural Engineering Practice Act -- The Business of Ethics -- Ethics and Technical Assessment after a Disaster: An Ongoing Case Study -- Intelligent Design Codes -- Cracking in Concrete Fill on Metal Decks, Cracking in Flat Plate Concrete Slabs, and Cracking in Concrete Walls -- Economy in Stiffened Seated Beam Connections -- The St. Regis Hotel and Residence (Atlanta, GA) : Analysis, Design, and Construction -- Blast Protection of Buildings : Design Criteria and Loads -- Blast Protection of Buildings : Structural Systems, Protected Spaces, Building Envelope and Glazing -- Blast Protection of Buildings : Detailing and Performance Qualification -- All is Not Clear in ACI 318 Building Code -- Comparison of Structural Seismic Design Using AASHTO, IBC and AREMA -- European Standards for Repair and Protection of Concrete -- Quality Control of Wire Strand Used in Prestressed and Post Tensioned Structures -- Specifying Steel Joists, Joist Girders and the IBC 2006 -- Design Aspects of the New Liverpool Football Club Stadium Roof -- Engineering the Arch and Roof of Wembley Stadium -- New Dallas Cowboys Stadium: Longest Single-Span Roof Structure in the World -- International Stadium Projects: Each Unique and Easy to Recognize -- Impact of Empirical Models for Approach Wind Exposures on Wind Loading on Low Buildings : A Comparative Study -- Design Wind Speed Characteristics -- Wind Loading and Building Exposure: Are We Still on A, B, C? -- Ford Calumet Environmental Center: Educating the Region in Sustainable Design -- Seismic Evaluation of a Green Building Structural System: ICF Grid Walls -- Building Envelope Life Cycle Condition Evaluation Using a Distress-Based Methodology -- Fabric Formwork : An Alternative Concrete Construction System -- The Emergence of Rice Husk Ash : A Complimentary Cementing Material with Untapped Global Potential -- Architectural Precast Panel Systems Used for Lateral Force Resistance -- Cable-Nets and `Rocker Mechanisms' The New Beijing Poly Plaza -- Designing the Right Double Skin Fac̦ade -- New Frontiers in the Design of Integrated Exterior Wall Systems -- Design Synthesis and Analysis of a Solar Chimney at KAUST -- Models for Offshore Wind Turbine Foundations and Their Influence on Long-Term Loads -- Structural Design of the KAUST Solar Tower -- Wind Considerations for Loose-Laid and Photovoltaic Roofing Systems -- Analysis of Strong Motion Data from Buildings -- Analysis of Waffle Slabs with and without Openings -- Causal Clipped Semi-Active Control of Earthquake Response -- Corrosion Evaluation & Cable Break Detection for Post-Tensioned and Prestressed Cables -- Dynamic Response of the Long Channel Resting on the Soil and Excited by SH Waves -- Effect of Restraint on Behavior of Inverted Hyperbolic Paraboloid Shells under Unbalanced Live Loads -- Effects of NSM CFRP Bars in Shear Strengthening of Concrete Members -- Fiber Model Analysis of RC Elements Subjected to Torsion -- Finite Element Analysis of Stiffened Beam Column Connection -- Inelastic Analysis of Foundation Structures -- Numerical Modeling of Flexural Enhancement in Carbon Nanotube/Cement Composite -- Preliminary Design of a Special Monumental Structure -- Theoretical Stress-Strain Model for High-Strength Concrete Confined with Opposing Spirals -- Uniaxial Compression Behavior of Actively Confined Concrete Using Shape Memory Alloys -- Reflection on the Earthquake Design Practice in Hong Kong through a Time History Analysis -- A Comparison between High Water Marks and Hydrograph Recordings in Hurricane Rita -- A Geometrical Inclusion-Matrix Model for Concrete -- A Low-Cost Housing Option in Seismic Regions -- Analysis and Design of a 47-Story Reinforced Concrete Structure : Futian Shangri-La Hotel Tower -- Behavior of a Long-Term Tensile Force Measurement Device -- Carbon Fiber Composite Jackets to Protect Reinforced Concrete Columns against Blast Damage -- Effect of Arching on Passive Earth Pressure for Rigid Retaining Walls Considering Translation Mode -- Evaluation of Capacity Spectrum Method for Estimate of Seismic Performance in Buckling -- Restrained Braced Frame -- Evaluation of Missing Column Analyses in Progressive Collapse Design Codes -- Inelastic Behavior of Structural Steels under Cyclic Biaxial Nonproportional Loading -- Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading -- Long-Span Truss Structures for Low-Vibration Environments -- Probabilistic Approach to Progressive Collapse Prevention. Physics Based Simulations -- Role of Ground Motion Selection Method in Collapse Capacity Assessment of Structures -- Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System -- Seismic Retrofit of Large-Scale Reinforced Concrete Columns by Prestressed High-Strength Metal Strips -- Simulation of Combination of Snow and Earthquake Hazards -- Trading Places: An International Exchange Program for Engineers from the United States and Denmark -- Wind Loads on Patio Covers."@en ;
   schema:description "183A Turnpike: A Design-Build Success Story -- Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges -- Safety Issues for Performance Based Design of High-Speed MAGLEV Guideway Structures -- Trapezoidal Steel Box Girder Design for Spur 366 Extension Project -- A Novel Approach to Analyze Existing Bridges Efficiently -- Numerical Investigation of River Ice-Bridge Pier Interaction -- Three-Dimensional Wind Correlation: Estimations from In-Situ Measurements -- A Method to Calculate Rotational Deformations of Curved Plate Girders during Lifting -- Construction Control of a Self-Anchored Suspension Bridge with Space Reticulate Cable -- Rehabilitating a Historic Wooden Covered Bridge to Carry Modern Truck Loads with No Visual Impacts to the Structure -- Finite Element Model Updating of Scale Bridge Model Using Measured Modal Response Data -- Structural Health Monitoring of Bridges: Fundamentals, Application Case Study and Organizational Considerations -- Structural Identification of Bridges to Assess Safety and Performance -- Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing -- Forty Foot Pedestrian Bridge : Aesthetics Integral to Structure Towamencin Township, PA -- Current State of Segmental Bridge Design/Construction in Texas -- Lake Lewisville Passage Span Bridge -- FEM Analysis and Field Vibration Testing of a Multispan Curved Girder Bridge -- Rolling Tire Functions for Finite Element Models -- Safety Evaluation of Seismic Behaviour of the Bill Emerson Memorial Cable-Stayed Bridge -- Secondary Moments of Continuous Prestressed Concrete Beams Using Closed Form Equation -- Curved Integral Abutment Bridges : Thermal Response Predictions through Finite Element Analysis -- Non-Linear Finite Element Analysis of RC Bridge Columns Using the Softened Membrane Model -- Seismic Design and Ductility Evaluation of Partially Concrete-Filled Steel Box Columns -- Mechanical Properties of Hot-Dip Galvanized Steel -- Metal Straps as Soil Reinforcement on Full Height Abutments -- On the Effect of Ductility of Confining Material on Concrete Ductility -- Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones -- Central Artery/Tunnel Project-Wide Post-Tensioning Tendon Grout Void Assessment -- Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions -- Saving Our Infrastructures -- Seismic Vulnerability of Bridges Susceptible to Spatially Distributed Soil Liquefaction Hazards -- Conversion of the 1.25 Mile Long Poughkeepsie-Highland Railroad Bridge into a Multi-Use State Park Using the Public-Private Partnership Process -- Minnesota's Preservation of State-Owned Historic Bridges for Long-Term Transportation Use -- Preserving Historic Bridges: Strategies to Overcome Obsolescence -- Rehabilitation of the Historic Hays Street Viaduct in San Antonio, Texas -- Rehabilitation of the Beveridge Suspension Bridge -- Ultrasonic Study at Cimarron Narrow-Gauge Railroad Bridge -- Kings Covered Bridge Rehabilitation, Somerset County, PA -- Retrofit Railings for Historic Metal Truss Bridges -- Experiences in Testing and Modeling for Bridge Maintenance and Rehabilitation -- Parametric Bootstrap for System Identification of a Scaled Reinforced Concrete Bridge -- Accounting for the Impact of Thermal Loads in Nondestructive Bridge Testing -- Structural Identification of Various Constructed Systems to Inform Decisions -- Development of Data Infrastructure for the Long Term Bridge Performance Program -- Long Term Bridge Performance Program: Identifying Long Term Bridge Performance Data Priorities -- LTBP Bridge Monitoring, Testing and Instrumentation -- Meeting LTBP Program Objectives through Periodical Bridge Condition Monitoring by Nondestructive Evaluation -- Relative Risk Assessment of Cable-Supported Structures -- Risk-Based Bridge Evaluations : A Texas Perspective -- A Comparison of AASHTO Bridge Load Rating Methods -- Creating a Bridge Inspection Program -- Managing Premature Concrete Deterioration in Bridges -- The Changing World of Underwater Bridge Inspections -- Luling Bridge Stay Cable Replacement -- Newport/Pell Bridge Main Cable Investigation and Anchorage Dehumidification -- Replacing Stay-Cables of the Rhine River Bridge Rheinbrücke Flehe without Traffic Interruption -- Stay Cable Vibration Testing at the Leonard -- A Probabilistic Model for the Estimation of Shear Capacity of Bridge Piers Subjected to Dynamic Loading -- Multi-Hazard Consideration of Seismic and Aging Threats to Bridges -- Storm Surge and Wave Loading on Bridge Superstructures -- Enhancing the Structural Performance of a Slender Residential Tower Using Supplemental Damping System -- Floor Response Spectra for Frame Buildings under Ultimate and Serviceability Limit States -- Performance-Based Design for Motion Control of a Supertall Tower -- Probabilistic Assessment of Occupant Comfort in Tall Buildings -- Direct Analysis Method Case Study : Addressing Stability for the Russia Tower -- Interface of the Direct Analysis Method and Seismic Design -- Three-Dimensional Verification and Application of the Direct Analysis Approach -- Effect of Restraint Force Location on the Response of Steel Beams Exposed to Fire -- Modified Connection Details for Single Plate Steel Connections under Fire -- Numerical Study of the Fire Resistance of Steel Columns in Axial Compression and Uniform Bending -- Stress-Strain Relationships for Concrete at Elevated Temperatures -- Behavior of High Strength Concrete Columns under Design Fire Scenarios -- Simple Approach for Calculating Inelastic Deflections of Simply Supported Steel Beams under Fire -- Stability Behavior of Steel Building Structures with Perimeter MRFs under Fire Loading Effects -- Effects of Structural and Aerodynamic Couplings on the Dynamic Response of Tall Twin Buildings with a Skybridge -- Wind Engineering for Louisville Museum Plaza -- Wind Engineering Studies for Super-Tall Buildings -- Design and Specification of Standing Seam Roof Panels and Systems -- Design and Specification of Metal Studs -- Origins of R=3 -- Cyclic Behavior and Performance of Beam-Column Connections in Concentrically Braced Frames -- Vertical Bracing Connections for Moderate Seismic Demands -- Building Design for Moderate Seismic Regions -- Eccentric Braced Frame Design for Moderate Seismic Regions -- Seismic Performance of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions -- Steel-Framed Rocking Structural Systems for Moderate Seismic Zones -- Definition and Examples of Functionally Upgraded Passive Devices -- Effectiveness of Partial Isolation of Bridges for Improving Column Performance."@en ;
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