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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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