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Structures Congress 2012 : proceedings of the 2012 Structures Congress : March 29-31, 2012, Chicago, Illinois

Author: John Carrato; Joseph G Burns; American Society of Civil Engineers.; Structural Engineering Institute.
Publisher: Reston, VA : American Society of Civil Engineers, ©2012.
Edition/Format:   eBook : Document : Conference publication : EnglishView all editions and formats
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Genre/Form: Electronic books
Conference papers and proceedings
Congresses
Additional Physical Format: CD-ROM version:
Structures Congress (2012 : Chicago, Ill.).
Structures Congress 2012.
Reston, VA : American Society of Civil Engineers, ©2012
(OCoLC)793521443
Material Type: Conference publication, Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: John Carrato; Joseph G Burns; American Society of Civil Engineers.; Structural Engineering Institute.
OCLC Number: 810203734
Description: 1 online resource (2305 pages) : illustrations (some color)
Contents: Blast Analysis of Integrated Framing Assemblies at Openings in Insulated Concrete Form Wall Construction --
Innovative Material for Protection of Reinforced Concrete Structures against Close Range Detonation --
Behavior of Concrete Panels Reinforced with Synthetic Fibers, Mild Steel, and GFRP Composites Subjected to Blasts --
Insulated Concrete Forms (ICF) As Blast-Resistant Barriers --
Blast Testing and Analytical Evaluation of Polymer Retrofits for Unreinforced Masonry Walls --
A Fast-Running Tool to Characterize Shock Damage on Enclosed Structures --
Blast Loads in and Urban Environment --
Overview of Analytical Procedures to Predict Concrete Damage under Impulsive Loads --
An Evaluation of Engineering Methods for Predicting Close-In Air Blast --
Effects of Close-In Charges on Pipeline Components --
SDOF Isn't Dead The Role of Single Degree of Freedom Analysis in the Design of Columns against Close-In Blast --
An Energy-Based Partial Pushdown Analysis of Robustness Assessment of Building Structures --
Overview of AISC/NSF Structural Integrity Research and Preliminary Results --
Performance of Steel Shear Connections under Combined Moment, Shear, and Tension --
Blast Protection of Buildings Structural Systems, Protected Spaces, Building Envelope, and Glazing --
Blast and Impact Resistant Design of Overhead Protection Structures --
Vapor Cloud Explosion Prediction Methods Comparison of TNO Multi-Energy (ME) and Baker-Strehlow-Tang (BST) Models in Terms of Vulnerability of Structural Damage Caused by an Explosion --
Design Aspects of Blast Resistant Electrical Buildings --
Load Shape Influence on Dynamic Structural Response --
Collapse Performance Evaluation of Steel Buildings after Loss of Columns --
Role of Composite Action in Collapse Resistance of Steel Frame Buildings --
Fire Induced Progressive Collapse of Steel Building Structures --
Effects of Fire on a Tall Steel Building Designed to Resist Progressive Collapse --
A New Cable System to Prevent Progressive Collapse of Reinforced Concrete Buildings --
Applicability of FRP Systems for Retrofitting Existing Buildings to Prevent Progressive Collapse --
Numerical Simulation of Demolition of Perna Seca Hospital Using the Applied Element Method --
Date and Modeling for the Performance of Pristine and Blast Damaged Connections --
Development of a Validated Engineering Model of Laminated Glass under Blast Loading --
Blast Performance of Cable-Supported Curtain Walls --
Development of High Performance Concrete Panels for Curtain Wall Systems --
Testing and FEA Analysis of a Cable Supported Polycarbonate Shield System to Protect against Glazing Hazards --
Design, Detailing, and Architectural Impacts of Fiber Reinforced Polymers (FRP) and Geotextile Fabrics in the Blast Mitigation of Unreinforced Masonry Walls in Historic Buildings --
Acceptance Criteria to Protect Historic Structures --
Use of I-Beam Grillages and Box Girders in High Speed Railway Projects --
A Linkage-Based Movable Bridge Form : Design and Optimization --
Dynamic Amplification Factor for Light Rail Vehicle Transiting Box-Girder Bridge --
Evaluation and Retrofit of the Austin Congress Avenue Bridge for LRV --
The Active Transportation Bridge --
Eaton's Center : Design of a Pedestrian Glass Sky Bridge --
Performance-Based Vibration Design Methodology for Pedestrian Bridges --
Retrofitting Steel Joist Supported Footbridges for Improved Vibration Response --
Multi-Modal Control of Pedestrian Bridges Using Tuned-Mass-Dampers --
Integrated Modeling Systems for Bridge Asset Management Case Study --
Investigation and Repair Schemes of the Cracks in Steel Box Girders of a Cable Stayed Bridge --
Application of Negative Stiffness Devices for Seismic Protection of Bridge Structures --
Seismic Demand Evaluation for a Three-Span Curved Bridge Crossing Fault-Rupture Zones --
Optimal Intensity Measures for Probabilistic Seismic Response Analysis of Bridges on Liquefiable and Non-Liquefiable Soils --
Unbonded Prestressed Columns for Earthquake Resistance --
Dynamic Interaction Behavior of Pile-Supported Wharves and Container Cranes in Liquefiable Soil Embankments --
A Simplified Method of Analysis of Isolated Bridges with Yielding Substructures --
Modeling and Validation of RC Columns Seismically Retrofitted Using Shape Memory Spiral --
Concrete Filled Steel Tube Piles to Concrete Pile-Cap Connections --
Live Load Effects on Response of Bridges during Earthquakes --
Seismic Response of Full and Hybrid Isolated Curved Bridges --
A Methodology for the Experimental Evaluation of Seismic Pounding at Seat-Type Abutments of Horizontally Curved Bridges --
Impact of Rocking Foundations on Horizontally Curved Bridge Systems Subjected to Seismic Loading --
Seismic Response of Columns in Curved Bridges --
Fatigue Testing and Finite Element Analysis of Bridge Welds Retrofitted by Peening under Load --
Fatigue Testing and Finite Element Analysis of Bridge Welds Retrofitted by Ultrasonic Impact Treatment. Advanced Visualization and Accessibility to SHM Results Involving Real-Time and Historic Multi-Parameter Data and Camera Images --
Regression-Based Algorithms for Structural Damage Identification and Localization --
A Comparison of Dynamic Testing Methods for Evaluating a Truss Bridge --
Congress Street Bascule Bridge Reconstruction --
Erection Engineering Analysis for Curved and Skewed Girder Bridges --
Overheight Collision Protection Measures for Bridges --
Interference and Influence of Nearby Buildings : A Discussion of the Design Approach --
1 Dubai Engineering and Optimizing a Mega-Structure --
Hangzhou CBD, Tower A : Structural Challenges in the Design of a Tall, Long, and Slender Tower --
Using Offset External Bracing to Optimize Tall Building Performance --
Testing As a Validation Tool for Tall, Non-Prescriptive Buildings in China --
Foundation Design Challenges at the 413 m Tall Al Hamra Tower --
Investigation of the Accuracy of Vibration Response Prediction Methods for High Frequency Floors --
Impedance Modeling : An Efficient Modeling Method for Prediction of Building Floor Vibrations --
Mapping a Structure's Impact on the Environment --
Environmental Impact Seismic Assessment : Application of Performance-Based Earthquake Engineering Methodologies to Optimize Environmental Performance --
Linking Next-Generation Performance-Based Seismic Design Criteria to Environmental Performance (ATC-86 and ATC-58) --
Quantification and Optimization of Structural Embodied Energy and Carbon --
BIM-Model Checking in Building Design --
High Performance Modular Building : Cost Effective Solutions for Design and Construction of a Sustainable Commercial Building --
Dual Objective Design Philosophy for Tornado Engineering --
Enhancing Tornado Performance of Critical Facilities : Findings and Recommendations of FEMA's Mitigation Assessment Team --
Performance of School Buildings in the Joplin, MO, Tornado --
Building Damage Observations and EF Classifications from the Tuscaloosa, AL, and Joplin, MO, Tornadoes --
Overview of 2011 Tohoku Earthquake and Structural Damage --
Damage of RC Building Structures Due to 2011 East Japan Earthquake --
Damage to Non-Structural Components in Large Rooms by the Japan Earthquake --
Earthquake and Tsunami Damage to Steel Structures --
Post-Earthquake Building Safety Assessments for the Canterbury Earthquakes --
Structural and Non-Structural Damage to Industrial Facilities during the February 2011 Christchurch, New Zealand, Earthquake --
Seismic Performance of Concrete Bridges during Canterbury Earthquakes --
Performance of Retrofitted Unreinforced Masonry Buildings during the Christchurch Earthquake Sequence --
Finite Element Study of Single-Angle Connection under Tensile Loading --
Stability Design of the Bow String Trusses of the Virginia Beach Convention Center --
Stability Design for the Crane Columns of the Wind Technology Testing Center --
Masonry versus Reinforced Concrete Shear Walls Should They Be Designed Differently? --
What Makes an Engineering Education an Engineering Education? --
What Makes an Engineer an Engineer? --
What Makes Engineering, Engineering? --
Wind Loads on Solar Collectors : A Review --
Numerical Simulation of Wind Loading on Photovoltaic Panels --
Reliability Analysis of Wind Turbines Equipped with Tuned Liquid Column Dampers (TLCD) --
The Rapid Evolution of Wind Turbine Tower Structural Systems : A Historical and Technical Overview --
Structural Design for Replacing Elevated Drums --
A Case Study on the Use of Advanced Fiber Wrap Composites for Reinforced Concrete Repair of an Industrial Coker Reinforced Concrete Frame --
Repair and Retrofit of Open-Framed Steel Structures --
Reliability-Based Framework for Determination of Fitness for Service of Corroding Metal Pipes --
Second Avenue Subway Project, New York : Refurbishment of an Existing Underground Station --
Second Avenue Subway Project, New York : Repair and Refurbishment of Existing Structures Adjacent to Deep Excavations --
Second Avenue Subway Project, New York : Design of a New Elevator Only Entrance --
Second Avenue Subway Project, New York : Design of New Underground Stations --
Response of Exterior Precast Concrete Cladding Panels in NEES-TIPS/NEESGC/ E-Defense Tests on a Full Scale 5-Story Building --
Seismic Response of Ceiling/Sprinkler Piping Nonstructural Systems in NEES TIPS/NEES Nonstructural/NIED Collaborative Tests on a Full Scale 5-Story Building --
Dynamic Characteristics of Switchboard Cabinets Subjected to Earthquakes Using Numerical Models : A Study of Evaluating Seismic Effects on Nonstructural Components --Testing Passive Fire-Resistance Systems for Fire Following Earthquakes --
Design and Construction of a Full-Scale 5-Story Base Isolated Building Outfitted with Nonstructural Components for Earthquake Testing at the UCSD-NEES Facility --
Seismic Spectra and Response Analysis for Raised Access Floor and Computer Equipment Systems Considering Vertical Ground Motions --
Seismic Protection of Data Centers Using Ball-N-Cone Base Isolation. Shake Table Testing and Numerical Simulation of Raised Access Floor-Computer Rack Systems in a Full-Scale Five-Story Building --
Seismic Testing and Analysis of Main Frame Computer Structure --
Mitigation of Impacts on Petrochemical Projects in Areas of High Seismic Risk --
Design, Certification, and Load Testing of Facade Access Equipment --
Wind Loads on Non-Building Structures Using ASCE 7-10 --
Snow Loads on Non-Building Structures --
Tuned Mass Damper Control of Cross-Wind Excitation of a Solar Tower --
Seismic Design of Elevated Steel Tanks with Concentrically Braced Supporting Frames --
Chicago Deep Tunnel Design and Construction --
Seismic Performance of an Innovative Light-Gauge Cold-Formed Steel Mid-Rise Building --
Seismic Design of Multi-Story Cold-Formed Steel Buildings : The CFS-NEES Archetype Building --
Cyclic Energy Dissipation of Cold-Formed Steel Studs Experiencing Euler Buckling --
Comparison of Solid and Perforated Hybrid Precast Concrete Shear Walls for Seismic Regions --
Structural and Non-Structural Seismic Demands on Controlled Rocking Steel Braced Frame Buildings --
Nonlinear Seismic Response of Structural System with Gravity Bias --
Calibration of a Reusable Nonlinear Beam-Column Connection for Use in an Experimental Ground Motion Scaling Study --
Practical Design Considerations for Steel Slit Panel Frames --
Experimental Investigation of Self-Centering Steel Plate Shear Walls --
Linked Column Framing System Analyses toward Experimental Validation --
Quasi-Static and Dynamic Tests of a Smart Hybrid Brace --
Seismic Retrofit of a Steel Moment Frame California Hospital Building Using Exterior Viscous Damped Frames --
Centrifuge Testing of Systems with Combined Structural Hinging and Rocking Foundations --
Seismic Behavior of Steel HSS X-Bracing of the Conventional Construction Category --
Condition Assessment of an In-Service Pendulum Tuned Mass Damper --
A Parametric Approach for the Optimization of Passive Friction Dampers --
Implementation of Site-Specific Seismic Hazard Analysis and Ground Motion Selection and Modification for Use in Nonlinear Response History Analysis --
Implementation of Soil-Foundation-Structure Interaction in Nonlinear Response History Analysis A Design Case Study --
Use of the Extended Consecutive Modal Pushover Analysis Method to Optimize the Design Process --
Seismic Performance Variability of Wood-Frame Shear Walls Designed in Accordance to the National Design Specification (NDS) --
Gravity Design of Post-Tensioned Timber Frames for Multi-Storey Buildings --
Experimental Investigations of Post-Tensioned Timber Frames with Advanced Seismic Damping Systems --
Numerical Modeling of Soft-Story Woodframe Retrofit Techniques for Design --
Nonlinear Dynamic Analysis of Soft-Story Light-Frame Wood Buildings --
Collapse Limits for Wood Frame Shear Walls : An Experimental Investigation --
High-Performance Seismic Retrofit of Soft-Story Wood-Framed Buildings Using Energy Dissipation Systems --
Informing a Retrofit Ordinance : A Soft-Story Case Study --
Databank of Concentric Punching Shear Tests of Two-Way Concrete Slabs without Shear Reinforcement at Interior Supports --
Behavior of Reinforced Concrete Nuclear Containment Structures Subjected to Tri-Directional Shear Stresses --
Rapid Heating of Concrete : Is Spalling an Issue of Poromechanics? --
Underground Structure D-Wall-Soil Interactive Finite Element Analytical Model for Huge TPS2 --
Analysis Recommendations for Steel-Composite (SC) Walls of Safety-Related Nuclear Facilities --
Impact Analysis of Steel Plated Concrete Wall --
Corrosion Related Bond Deterioration and Seismic Resistance of Reinforced Concrete Structures --
Life-Cycle Performance of Concrete Bridges Exposed to Corrosion and Seismic Hazard --
Probabilistic Assessment of Structural Performance of Bridges under Tsunami Hazard --
Examining the Integration of Sustainability and Natural Hazard Risk Mitigation into Life Cycle Analyses of Structures --
Integrating the Science of Computing into Undergraduate Engineering Curricula --
Robust Loop Shaping Force Feedback Controller for Effective Force Testing --
3-D Digital Image Correlation An Underused Asset for Structural Testing --
Failure of Wood Connections and the Evolution of Connection Design --
LifeCycle Tower High-Rise Buildings in Timber --
Load Testing and Fiber-Reinforced Polymer Reinforcement of 1920s Vintage Chicago Public School Building --
Seismic Performance of RC Moment Resisting Frame with Steel, GFRP, and SMAFRP Reinforcement --
Effectiveness of Repair and Strengthening Methods for Reinforced Concrete Columns and Beam-Column Joints --
Sustainable Structural Engineering Gaining Greater Benefits to Communities in Developing Nations. Progressive Collapse of Post-Tensioned Box Girder Bridges under Blast Loads Using Applied Element Method --
Behavior of Reduced Beam Section Moment Connections under Fire.
Other Titles: Forging connections in the Windy City
20th Analysis and Computation Specialty Conference
Responsibility: sponsored by the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by John Carrato, Joseph G. Burns.

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