Structures Congress 2013: Bridging Your Passion with Your Profession

Leshko, Brian J.; McHugh, Jonathan D.

doi:10.1061/9780784412848

Structures Congress 2013: Bridging Your Passion with Your Profession

Editor(s):	Brian J. Leshko Jonathan D. McHugh
Medium:	conference proceedings
Language(s):	English
Publisher:	American Society of Civil Engineers
Published in:	Reston, USA
Conference:	Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013
ISBN-10:	0784412847
ISBN-13:	9780784412848
DOI:	10.1061/9780784412848
Notes:	Proceedings of the Structures Congress 2013, held in Pittsburgh, Pennsylvania, May 2-4, 2013. Sponsored by the Structural Engineering Institute of ASCE. Structures Congress 2013 contains 267 papers on subjects that are advancing structural engineering in the areas of bridges, buildings, and non-building structures. Topics include: blast assessment, seismic retrofit and assessment; bridge design, monitoring, and history; innovative engineering and research; business issues; and sustainability.
Purchase from:	Amazon.de (Deutschland) Amazon.fr (France) Amazon.co.uk (United Kingdom) Amazon.com (United States)

Articles

Author(s)	Title	Page(s)
Abbasi, Rahim	Raising the Height Limit of Wood-Framed Apartment Buildings	1265-1276
Adaros, Macarena Schachter	Effect of Inertia Forces on Support Reactions of Beams subjected to Uniform Blast Loads	93-102
Agarwal, Anil	Parameters Influencing Collapse Resistance of Building Structures Subjected to Fire Loading	2578-2589
Al Harash, M. T.	Inelastic Seismic Response of Hysteretic-Parametric In-plane Analysis of Concrete Floor Diaphragms	2265-2273
Al-Janabi, Musab Aied Qissab	Behavior of Spliced Steel Girders under Impact	148-160
Alberson, Ryan M.	High Strength Glass Testing and Model Validation for Static and Dynamic Loading	203-215
Alemdar, Bulent N.	Comparison of Dynamic Characteristics and Response Analysis of Building Structures Incorporating Viscous Fluid Dampers and Buckling Restrained Braces	2229-2240
Allen, Michael	Two Stage Analysis: Implementation Challenges	2192-2202
Almufti, Ibrahim	Wind Comfort Studies for the Vegas High Roller Observation Wheel	1313-1322
Alostaz, Yousef	Innovative Blast Resistant Glazing System	161-169
Alostaz, Yousef	Innovative Design of High Speed Balancing Bunkers	1415-1424
Alvi, Irfan A.	Engineers Need to Get Real, But Can't: The Role of Models	916-927
Aly, Aly Mousaad	Aerodynamic Loads on Solar Panels	1555-1564
Amirahmad, Aslam	Monitoring Procedures for the Application of the Concept of Pre-Allocation of Total Float	873-884
Aragon, Theresa C.	Non-Linear Behavior of Multi-Story Walls using Unbonded Post-Tensioned Concrete Coupling Beams	2590-2601
Asselin, Robert	Design of Hybrid Masonry Systems	1150-1158
Astroza, R.	Shake Table Testing of a Full-Scale Five-Story Building: System Identification of the Five-Story Test Structure	1472-1484
Ataei, Hossein	Effect of Window Sizes and Glazing Panel Aspect Ratios on Mitigating the Injuries from Flying Glass due to Air Blast	125-136
Atamturktur, Sez	A Combined Experimental and Numerical Study: Linking Vibration Response to Load Carrying Capacity of a Masonry Dome	1169-1180
Attary, N.	Performance Assessment of a Highway Bridge Structure employing Adaptive Negative Stiffness for Seismic Protection	1736-1746
Bahmani, Pouria	Direct Displacement Design of Vertically and Horizontally Irregular Woodframe Buildings	1217-1228
Bahnasy, A.	Linear or Nonlinear Fluid Viscous Dampers? A Seismic Point of View	2253-2264
Baker, Jack	Risk Communication for Critical Civil Infrastructure Systems	1822-1832
Barsottelli, Matthew	Fundamentals of Highway Bridge Demolition	680-688
Beghini, Alessandro	Applications of Structural Optimization in Architectural Design	2499-2507
Besjak, Charles	Center for Character and Leadership Development at the United States Air Force Academy	1036-1045
Besjak, Charles	Geometric Optimization of Kuwait University Stadium and Tennis Centre	2989-2995
Besjak, Charles	King Abdullah Financial District Conference Center	1025-1035
Bhargava, Ashish	Vibrations Assessment of a Hospital Floor for a Magnetic Resonance Imaging Unit (MRI) Replacement	2433-2444
Bhuiyan, Mohammad T.	Effect of Diaphragm Flexibility on Tall Building Responses	2286-2297
Birely, Anna C.	ASCE 31/41 Evaluation of Damaged Chilean Walled Buildings	2056-2067
Bishop, Erik S.	Waste Not Thy Hour: The Innovative, Fast-Tracked Reconstruction and Seismic Rehabilitation of Whatcom Middle School	1002-1013
Bonstrom, H. L.	Regional Hazard Damage Estimation Using System Reliability	1800-1811
Brett, Cory R.	Design and Fabrication of Precast Segmental Concrete Foundations in the U.S. and Erection in the Remote Arctic	991-1001
Brigham, J. C.	Methods in Computational Inverse Mechanics for the Advancement of Smart Structure Technologies	1914-1925
Brownjohn, James	Improving Resilience of Infrastructure: The Case of Bridges	1812-1821
Brunesi, E.	Evaluation of the Response of Partially Restrained Bolted Beam-to-Column Connection Subjected to Cyclic Pseudo-Static Loads	2310-2321
Bryant, Larry M.	Are You Positive About Negative Phase?	103-114
Bulleit, William M.	Engineers Shouldn't Think Too Fast	908-915
Burak, Burcu	Development of a Parametric Equation to Predict the Joint Shear Strength	1616-1628
Carreiro, J. L.	Evaluation of Low Cost Dynamic Exciters for Controlled Dynamic Testing of Bridges	422-435
Chae, Yunbyeong	An Enhanced Hydraulic Actuator Control Method for Large-Scale Real-Time Hybrid Simulations	2382-2393
Chen, Cheng	Reliability Assessment of Real-Time Hybrid Simulation Results for Seismic Hazard Mitigation	2346-2357
Chen, Zhiyong	Seismic Performance of Mid-Rise Hybrid Light Wood Frame Buildings and Influence of Diaphragm Flexibility	1229-1241
Cimellaro, G. P.	Community Resilience Index Integrating Network Interdependencies	1789-1799
Cimellaro, G. P.	Disaster Resilience of hospitals considering emergency ambulance services	2824-2836
Clayton, Patricia M.	Full-Scale Testing of Self-Centering Steel Plate Shear Walls	1694-1700
Comber, Matthew V.	Disaster Resilience and Sustainable Design: Quantifying the Benefits of a Holistic Design Approach	2717-2728
Coughlin, A. M.	Blast Design Considerations for Double-Façade Curtain Walls	181-190
Crosti, C.	Collapse Analysis of a Metal Structure	296-307
Dao, Thang	Combined Loss due to Hurricanes and Storm Surge	2020-2031
Darling, S. C.	Self-Centering Beams for Seismically Resilient Moment Frames	1701-1712
Davidge, W. M. (Bill)	Main Street Bridge Project, Danville, VA Open Spandrel Concrete Arch Bridges: New and Old	599-610
Davis, Brad	Solving Floor Vibration Problems Using Dynamic Analysis and Testing	1759-1766
Deng, Yong	Non-Linear Time History Analysis of A Highly Horizontally Curved Bridge on Yerba Buena Island (YBI) WB On-Ramps, Bay Bridge, San Francisco, CA	502-513
Dorvash, Siavash	Uncertainties in Identification of a Steel Bridge Dynamic Characteristic	328-339
Dusicka, P.	Shaking Response of Tall High-Voltage Equipment Retrofitted with Friction Dampers	1381-1390
Elkady, Ahmed	Effect of Composite Action on the Dynamic Stability of Special Steel Moment Resisting Frames Designed in Seismic Regions	2151-2160
Engelhardt, Michael D.	Observations from the Fire and Collapse of the Faculty of Architecture Building, Delft University of Technology	1138-1149
Ezekiel, Samson	Constitutive Model for Compressive Strength and Elastic Modulus for Concrete under Elevated Temperature	2916-2925
Fadden, Matthew	Evaluation of HSS-to-HSS Moment Connections for Seismic Applications	2334-2345
Fakharifar, Mostafa	Seismic Performance and Global Ductility of Reinforced Concrete Frames with CFRP Laminates Retrofitted Joints	2080-2093
Fan, Xiaohu	Experimental Characterization of Aging Effects on Steel Bridge Bearings under Cyclic Loads	541-552
Fernandez, Pedro	A Practical Method for Critical Load Determination and Stability Evaluation of Structures	1987-1996
Figueroa-Vallines, Joel	Structural Hardening of Critical Facilities for FEMA and ICC Compliance	970-979
Fogarty, J.	Collapse Behavior of Steel Columns under Lateral Loading	2848-2859
Fouché, Pierre	Blast and Earthquake Resistant Bridge Pier Concept: Retrofit and Alternative Design Options	216-225
Frankie, Thomas	Hybrid Simulation of Curved Four-Span Bridge: Comparison of Numerical and Hybrid Experimental/Analytical Results and Methods of Numerical Model Calibration	721-732
Fratinardo, Vincent F.	Accuracy of EF Ratings Following a Tornado Event: An Engineer's Perspective	980-990
Fuselier, Blaine	Comparison of Modeling Strategies to Capture Component Level Damage in Non-ductile Reinforced Concrete Buildings	2094-2105
Gebreselassie, Kibraeb	Efficient Nonlinear Finite Element Modeling of High Strength Pre-Tensioned Concrete Girders	2009-2019
Gerges, Rafik	Tuning Structural Properties of High-Rise Buildings to Control Wind Response	1082-1093
Ghorbani, R.	Rapid and Affordable Seismic Retrofit of Substandard Confined Masonry	1193-1204
Ghosn, M.	Reliability-based Performance Indicators for Buildings, Bridges and Other Civil Infrastructure	1833-1844
Gilani, Amir S. J.	Seismic Evaluation of Suspended Ceiling Systems using Static and Dynamic Procedures	1523-1532
Glassman, Jonathan D.	Shear Buckling Behavior of Steel Plate Girders at Elevated Temperatures	2872-2883
Godinho, Jessica	Design & Detailing of Metal Stud Wall Systems in Response to Air-Blast Loading Effects	226-238
Gonzalez, D.	Seismic Retrofit of a 1960's Steel-Frame Industrial Building In Washington State Using Viscous Dampers	1046-1057
Goudarzi, N.	Investigation of the Post-Cracking Dynamic Behavior of Masonry Structures Retrofitted with CFRP	1181-1192
Gould, Phillip L.	Revisiting the Design, Construction and Damage Assessment of Large Hyperbolic Cooling Towers	1277-1288
Griffith, C.	Hybrid Simulation of a Wood Shear Wall Frame	2421-2432
Guha, T. K.	Modelling the Roof-to-Wall Connections and Roof Failures in Residential, Wood-Frame Buildings under Realistic Wind Loads	1242-1254
Gul, M.	Critical Issues, Condition Assessment and Monitoring of Movable Bridges: Image Processing for Open Gear Monitoring	308-318
Gul, M.	A Review of Structural Health Monitoring of a Football Stadium for Human Comfort and Structural Performance	2445-2454
Hajihashemi, A.	Effects of Different Support Modeling Assumptions on the Seismic Response of Ordinary Bridges	531-540
Halabe, Udaya B.	Behavior of FRP Composite Wrapped Concrete Cylinders with Embedded Debonds	566-575
Han, Xing	Dynamic Stability Testing of Isolation Systems Composed of Elastomeric Bearings and Implications for Design	2140-2150
Hantouche, Elie G.	Seismic FRP Bond Strengthening of the Critical Splice Region in Wide Reinforced Concrete Columns	2068-2079
Harfmann, Anton C.	Defragmenting the AEC Industry through a Single, Component-Based Building Information Model	938-947
Hawileh, R.	Finite Element Modeling of Punching Shear in Two-Way Slabs Reinforced with High-Strength Steel	1650-1661
Head, Michael C.	Dr. Phillips Center for the Performing Arts, Orlando, Florida	1058-1069
Hessabi, R. Mirza	A Practical Approach to the Phase and Amplitude Error Estimation for Pseudodynamic (PSD) Testing	1938-1949
Hindi, Riyadh	Behavior of Concrete Columns Confined with Cross Spirals under Different Loads	1662-1672
Hindman, D. P.	Wood Truss Installation Loads Due to OSHA Fall Protection	1255-1264
Hofmeister, W. Steven	Consol Energy Center Design and Construction	1599-1605
Homles, Ryan	1-g Scale Hydraulic Flume-based Soil-Fluid-Structure Model Testing and Evaluation of Surging and Scouring Effects	2394-2409
Howser, Rachel	Development of Carbon Nanofiber Aggregate	340-351
Hsiao, P. C.	Evaluation of Collapse Potential and the Response Modification Coefficient of SCBFs	2675-2692
Huang, Dongzhou	Impact Behavior of Concrete Bridge Deck on Girders Due to Moving Vehicles	689-698
Huang, J.	Long-term Durability Design of GFRP Reinforced Concrete Structures in US: Code Assessment and Evaluation	1857-1866
Hutchinson, Tara	Overview of the Building Nonstructural Components and Systems (BNCS) Project	1485-1498
Imanpour, Ali	Seismic Stability Response of Columns in Multi-Tiered Braced Steel Frames for Industrial Applications	2650-2661
Jacques, C.	An All-Hazards Approach for Quantifying Loss of Function for Critical Healthcare Infrastructure	2032-2043
Jamshidi, A.	Structural Integrity of Composite Steel Gravity Frame Systems	55-66
Jani, Khushbu D.	Design of Diagrid Structural System for High Rise Steel Buildings as per Indian Standards	1070-1081
Jennings, Elaina N.	Low Cost Shape Memory Alloy Devices for Seismic Response Modification of Light-Frame Wood Buildings	1205-1216
Jeon, J. S.	Aftershock Probabilistic Seismic Demand Model of Damaged Non-Ductile Reinforced Concrete Frames in California	2638-2649
Jerath, S.	Response of Wind Turbine Towers to Seismic Loading At Different Damping Ratios	1391-1402
Jones, Michael H.	The Gerald Desmond Cable-Stayed Bridge - A Case Study in Performance-Based Seismic Design	781-792
Jorgensen, S. A.	The Structure of Art	1323-1337
Karthik, Madhu M.	C-STM Modeling of Bridge Piers without and with ASR/DEF Deterioration	447-456
Kercsmar, Christopher	Displacement Monitoring of Marble Panels Under the Application of Gravity, In-Plane Lateral and Out-of-Plane Lateral Loads	1926-1937
Kevit, C. T.	Calculation of Response Modification Factor for an Existing All-Concrete Elevated Tank Pedestal	1362-1372
Khalil, Ahmed	Predictive Seismic Load History Comparison of AEM Model Prediction vs. Empirical Results	2937-2948
Khinda, Jagtar S.	The New Performance Based Seismic Design Criteria for New York City	807-816
Khodair, Yasser	Seismic Analysis of Integral Abutment Bridges Considering Soil-Structure Interaction	2895-2903
Kilic, Sami And	Symmetric and Asymmetric Collapse Mechanisms of a Multi-Story Steel Structure subjected to Gravity and Fire	2545-2554
Kircher, Charles A.	ATC-84 Project: Improved Seismic Performance Factors for Design of New Buildings	2215-2228
Klinga, J. V.	Performance Assessment of Pile-Supported Bridges in Extreme Flood Conditions	457-466
Knaack, Adam M.	Service-Load Deflection Behavior of Reinforced Concrete Beams with Recycled Concrete Aggregate	2705-2716
Kodur, V. K. R.	Guidelines for Achieving Optimum Fire Resistance in FRP-strengthened Reinforced Concrete Beams	1120-1130
Kody, A.	Identification of Physically Simulated Damage on a Footbridge Based on Ambient Vibration Data	352-362
Koppal, M.	Perforated Steel Plate Shear Walls for Tunable Seismic Resistance	2884-2894
Krolicki, Jason	Vegas High Roller: Giant Observation Wheel Design	1338-1349
Kukay, Brian	Evaluating Fire-Damaged Components of Timber Bridges and Structures	758-767
Lai, Lung-Yang ("Leon")	Thermal Effects on Load Rating of Reinforced Concrete Arch Bridges	479-490
Lalkovski, Nikolay	Pancake-Type Collapse—Energy Absorption Mechanisms and their Influence on the Final Outcome	284-295
Lan, J.	Removal of Steel Tie Rods in a Segmental Tied Arch Floor System	1014-1024
Lattanzi, David A.	A Prototype Imaging and Visualization System for Robotic Infrastructure Inspection	410-421
Lawson, David J.	Bridge Load Rating of a Super Load using AASHTO LRFR	668-679
Lawson, J. W.	Collective Chord Behavior in Large Flexible Diaphragms	2274-2285
Le, Jia-Liang	Probabilistic Analysis of Vulnerability of Reinforced Concrete Buildings Against Progressive Collapse	20-31
Lee, H.-J.	High-Strength Concrete and Reinforcing Steel in Beam-Column Connections	1606-1615
Leininger, Lara D.	Quantification of Aluminum Increase Factors for Curtain Wall Design Using Finite Element Methods	191-202
Lemay, Lionel	Sustainable Concrete: The Role of Performance-based Specifications	2693-2704
Leong, E. N.	Gender and Racial Diversity in the Structural Engineering Profession	885-896
Li, Bing	Experimental Study on the Seismic Response of L-Shaped Reinforced Concrete Columns	1673-1682
Li, Bing	Seismic Vulnerability of Gravity-Load-Designed Beam-Column Connections	1629-1639
Li, Honghao	Collapse Resistance Mechanisms in Steel Frame Buildings	1-10
Lindenberg, Richard E.	From Old to New: Vibration Issues with Old Buildings and Their New Office Spaces	1747-1758
Liu, Chang	Ultrasonic Monitoring of a Pressurized Pipe in Operation	1903-1913
Liu, Jinrong	Vulnerability of Disproportionate Collapse in Older Flat Plate Buildings Subjected to Sudden Removal of a Bearing Column	2814-2823
Liu, Zhong (John)	Design of Foundations for Large Dynamic Equipment in a High Seismic Region	1403-1414
Lo Ricco, Marco T.	Mass Concrete Foundation Design for Precision Manufacturing of Large-Scale Equipment	1425-1436
Lou, Menglin	Response Analysis of a Long-span Arch Bridge under the Seismic Traveling Excitation	2860-2871
Lounis, Zoubir	Risk-Based Decision Making for Sustainable and Resilient Infrastructure	1845-1856
Ludke, Reinhard	The Golden Gate Bridge Art Deco Suspension Bridge Masterpiece	576-587
Maclise, L.	Comparing Adaptability - A Case Study of Three Historic Buildings	2767-2778
Mahmoud, H. N.	Fatigue Reliability of Stiffened Panels using Finite Element Monte Carlo Simulations	699-708
Mahmoud, Hussam	Hybrid Simulation of Semi-rigid Partial-Strength Steel Frames	2410-2420
Main, J. A.	Robustness of Prototype Steel Frame Buildings against Column Loss: Assessment and Comparisons	43-54
Malakoutian, M.	Seismic Design Parameters for the Link Column Frame System	1713-1721
Mara, T. G.	Wind Effects on Four Steel Stacks in Square Arrangement	1350-1361
Maurya, A.	Development of Ring-Shaped Steel Plate Shear Walls	2971-2982
Maurya, Pradeep	Surface Train and Subway-induced Ground Vibration Characteristics for Full-Scale Buildings	2455-2465
Mazzoni, Silvia	Modeling of Nonlinear Soil-Foundation-Structure Interaction in Response History Analysis - An Existing-Building Evaluation Case Study	2962-2970
McAllister, Therese P.	Structural Design for Fire Conditions: Reliability-Based Resistance Criteria	1131-1137
McConnell, Jennifer	Cross-Frame Forces in Skewed Steel I-Girder Bridges: Field Testing and Analytical Results	491-501
McGinnis, M. J.	Out-of-Plane Full-Field Strain and Curvature Behavior of Two RC Bearing Walls under Fire	1109-1119
McGinnis, Michael J.	Experimental Evaluation of a Multi-Story Post-Tensioned Coupled Shear Wall Structure	1950-1961
Meacham, B. J.	Shake Table Testing of a Full-Scale Five-Story Building: Post-Earthquake Fire Performance	1499-1510
Means, S. J.	Structure as Aesthetic in Sustainable Design Case Study	2779-2788
Memari, Mehrdad	Effects of Fire Following Earthquakes on Steel Frames with Reduced Beam Sections	2555-2565
Miah, M.	Seismic Vulnerability of Select Critical Bridges in North Mississippi	388-397
Miller-Johnson, Russ	In the Looking Glass of Sustainable Architecture	2789-2794
Mittal, Ravi Kant	Evaluation of Liquefaction Screening Criterion Based on Standard Penetration Test Values	2983-2988
Miyamoto, H. Kit	Response of Structures with Viscous Dampers Subjected to Large Earthquakes	2118-2127
Mohamed, Ismail	Investigation of Cold-Formed Steel Wall Reinforcement Systems to Resist Progressive Collapse	960-969
Montalva, Arturo	Breach Evaluation of Structures Using the Applied Element Method	115-124
Mota, Mike	Voided "Two-Way" Flat Slabs	1640-1649
Mueller, Adam	A Benchmark Testing System for Real-Time Hybrid Simulation Development	2370-2381
Muir, C. A.	Seismic Testing of the Slotted Beam Detail for Reinforced Concrete Structures	2614-2625
Murren, Patrick	Optimization of Large Steel Frames Using a Design-Driven Harmony Search	2508-2519
Muthukumar, Susendar	Nonlinear Seismic Analysis of a Round Concrete Tower with a Post-Tensioned Self-Centering System	2128-2139
Nader, Marwan	The New San Francisco-Oakland Bay Bridge	588-598
Naito, C.	Design for Disproportionate Collapse Prevention of Precast and Prestressed Structures	262-271
Nakata, Narutoshi	Nonlinear Effective Force Testing Using Loop Shaping Controller	2358-2369
Nawar, M.	Modeling and Testing of Laminated Curtain Wall Systems under Blast Loading	170-180
Nawari, Nawari O.	SmartCodes and BIM	928-937
Nguyen, H.	Structural Behavior of HFRP-UHPFRC Composite Girders	553-565
Nie, Jianguo	Experimental Research on Seismic Performance of K-Style Steel Outrigger Truss to Concrete Core Tube Wall Joints	2802-2813
O''Donnell, A. P.	Experimental Evaluation of Ground Motion Scaling Methods for Nonlinear Analysis of Structural Systems	2180-2191
Olmati, P.	Robustness Assessment of a Steel Truss Bridge	250-261
Olmati, Pierluigi	Progressive Collapse Susceptibility of a Long Span Suspension Bridge	272-283
Orton, Sarah	Evaluation of Mechanical Anchoring System to Improve Performance of CFRP Mitigated Concrete Slabs under Close-in Blasts	239-249
Orton, Sarah	Static and Dynamic Disproportionate Collapse Testing of a Reinforced Concrete Frame	67-77
Pabian, Scott	Investigation of Floor Vibration Evaluation Criteria Using an Extensive Database of Floors	2478-2486
Padilla-Llano, D. A.	Axial Hysteretic Modeling of Cold-Formed Steel Members for Computationally Efficient Seismic Simulation	948-959
Palacio, J. P.	Structural Performance Assessment and Retrofit of Reinforced Concrete Buildings Under Seismic Loads	2044-2055
Pantoli, E.	Shake Table Testing of a Full-Scale Five-Story Building: Performance of the Major Nonstructural Components - Egress and Façades	1447-1459
Pham, Thong M.	Strengthening Square Reinforced Concrete Columns by Shape Modification and CFRP	2602-2613
Pollino, M.	Research Needs for Seismic Rehabilitation of Sub-standard Buildings using Stiff Rocking Cores	1683-1693
Rabie, Oruba	Numerical Simulation of Blast Wave Mitigations on RC Buildings via Improved Structural Configuration and Column Cross-Section Properties	78-92
Razdolsky, Leo	Probability Based Structural Fire Load	2566-2577
Reid, Matthew	Vegas High Roller 3D Modeling and Integration	860-872
Reza, M. A.	Analysis of Connections in Composite Construction Under Cyclic Loading	1975-1986
Robertson, Ian	Ductile Fuse Connectors for Hybrid Masonry Systems	1159-1168
Rosignoli, Chiara	Use of Aggressivity Functions in the Dimensioning of Simple-Span HSR Bridges	733-743
Ryu, K. P.	Simulation and Control of Floor Motions in Structures	1511-1522
Salem, Hamed	Prediction of Bridge Behavior Through Failure: A Case Study Of The Minnesota I-35W Bridge Collapse	2904-2915
Salim, H.	Experimental Evaluation of Static Resistance Function using a Vacuum Chamber	137-147
Salyards, K. A.	Factors to Consider in Design for Rhythmic Crowd Loading for Vibration Serviceability	2466-2477
Sanayei, Masoud	Parameter Identification System (PARIS) for Automated Finite Element Model Updating of Full-Scale Structures	376-387
Sarieddine, M.	Investigation Correlations between Strong-motion Duration and Structural Damage	2926-2936
Sarkisian, M.	Achieving Enhanced Seismic Design Using Viscous Damping Device Technologies	2729-2744
Sarkisian, M.	Innovation in Sustainable Engineering Design: Sustainable Form-Inclusion System (SFIS)	2745-2754
Sarkisian, M.	Performance-Based Engineering of Core Wall Tall Buildings	1094-1108
Sarkisian, M.	Sustainable Structures through Morphogenetic Design	2755-2766
Sattar, Siamak	Quantification of Modeling Uncertainties Based on the Blind Prediction Contest Submissions	1997-2008
Schmidt, Jon A.	Engineers Don't Think Enough About Engineering	897-907
Sedarat, Hassan	Dynamic Response of a Floating Bridge to a Moving Light Rail Train	514-530
Segal, E. M.	Polyester Rope, an Alternative to Steel Cable for Pedestrian Suspended Bridges	2837-2847
Shafei, B.	Assessment of Extent of Capacity Loss in Deteriorated Highway Bridges	622-631
Shahjouei, Alireza	Producing Broadband Synthetic Time Histories for Central and Eastern North America	1767-1776
Sharhan, Hazim	Checking the Flexural-Torsional Stresses in Power Plants Pipe Supports Steel Frames	1289-1300
Shuck, A. M.	Practical Application of Experimental Subassembly Data to Nonlinear Analysis	2203-2214
Six, David F.	A Discussion of Power Plant Loads and Load Combinations	1301-1312
Smith, B. J.	Seismic Displacement Demands for Hybrid Precast Concrete Shear Walls	2626-2637
Smith, Ian F. C.	Structural Identification Methods for Full-Scale Bridges	319-327
Soliman, Mohamed	Reliability and Remaining Life Assessment of Fatigue Critical Steel Structures: Integration of Inspection and Monitoring Information	709-720
Solnosky, Ryan	Current Status of BIM Benefits, Challenges, and the Future Potential for the Structural Discipline	849-859
Song, Ruiqiang	Consideration of Mainshock-Aftershock Sequences into Performance-Based Seismic Engineering	2161-2167
Soroushian, Siavash	Seismic Fragility Study of Fire Sprinkler Piping Systems	1533-1544
Stathopoulos, Ted	Wind Loads on Solar Collectors and PV Panels on Roofs	1545-1554
Stehman, Matthew	A New Approach For Acceleration Tracking of Shake Tables Using Combined Acceleration and Force Feedback Control	1962-1974
Stephens, Todd J.	Rehabilitation of TDOT'S SR56 Deck Truss Bridge Crossing Center Hill Lake	611-621
Stickel, Glenn D.	Rankin Bridge Rehabilitation	632-643
Taflanidis, A. A.	Health Monitoring and Bayesian Updating of Deteriorating Bridge Infrastructures	398-409
Taflanidis, A. A.	Life-Cycle Cost Based Optimal Retrofitting of Structures by Fluid Dampers	1777-1788
Tao, Junliang	Real-time TDR Field Bridge Scour Monitoring System	2996-3009
Thomas, Gareth R.	A Rapidly Deployable Bridge System	656-667
Tirca, Lucia	Incremental Dynamic Analysis of Existing Steel Braced Frame Buildings in Moderate Seismic Zones	2298-2309
Tremblay, R.	Stability of X-Bracing Systems with Traditional Bolted Connections	2662-2674
Tures, Jennifer	Validation and Implementation of a Simplified Analysis Procedure for Bridges Crossing Earthquake Fault Ruptures	839-848
Ucak, Alper	The Response of the Seismically Isolated Bolu Viaduct Subjected to Fault Crossing	817-826
Ussia, Alessia	Modeling and Optimal Semi Active Control Strategies for adaptive MRTMD	1722-1735
Wallis, William B.	Heinz Field: A Showcase In Steel	1565-1598
Wang, Xiang	Shake Table Testing of a Full-Scale Five-Story Building: Pre-test Simulation of the Test Building and Development of an NCS Design Criteria	1460-1471
Wang, Z.	Comparison of Sparse Representation and Fourier Discriminant Methods: Damage Location Classification in Indirect Lab-scale Bridge Structural Health Monitoring	436-446
Watanabe, Hidekazu	Shape Optimization of Energy Dissipation Devices for Passive Seismic Control of Building Frames	2487-2498
Watkins, C. E.	Effect of Powder Actuated Fasteners on the Seismic Performance of Steel Moment Frame Connections	2322-2333
Weigand, J. M.	Large-Scale Experimental Evaluation of Steel Gravity Framing Structural Integrity	32-42
Wey, Eric	Limitations of Equivalent Lateral Force Procedure for Nonbuilding Petrochemical Structure Configurations	1373-1380
Wey, Eric	Vibratory Machine Foundation Design: When to Perform a Dynamic Analysis	1437-1446
Wierschem, N. E.	Experimental Testing of a Large 9-Story Structure Equipped with Multiple Nonlinear Energy Sinks Subjected to an Impulsive Loading	2241-2252
Wieser, J.	Seismic Performance of Highway Bridges with Seat-Type Abutments Subjected to Near-Fault Ground Motions	827-838
Wilkerson, S. M.	Mixed Variable Plate Girder Cost Optimization Using Mesh Adaptive Direct Search	2520-2533
Wilkinson, P.	Modal Displacement Based Seismic Design of Multi-Story One Way Asymmetric Plan Building Structures	2168-2179
Willam, Kaspar	Failure of Unreinforced Masonry Under Compression	2949-2961
Wills, Daniel W.	Homestead Grays Bridge Rehabilitation and Widening	644-655
Wong, K. K. F.	Evaluation of Computational Tools for Performing Nonlinear Seismic Analyses of Structural Collapse	2106-2117
Xiao, Y.	Collapse Test of a 3-Story Half-Scale RC Frame Structure	11-19
Yang, Guang	Behavior of FRP-Reinforced Concrete Element under Shear: Experimental and Analytical Investigations	1879-1890
Ye, Qi	Performance-Based Seismic Evaluation and Retrofit of Suspension Bridges	793-806
Yu, Qiang	A multi-Scale Material Model for Predicting the Multi-Decade Behavior of Concrete Structures	1891-1902
Yu, Xiaojun	Bridging Disparities in Scale across the Fire and Structural Domains	2534-2544
Yu-Hang, Wang	Test on Torsion Behavior of CFST Columns Subjected to Complex Load	2795-2801
Zafar, Adeel	Manufacturing and Modeling of SMA Composite Reinforcement for Enhanced Performance of Concrete Structures under Sequential Ground Motion Records	1867-1878
Zhou, Meng	Multi-scale Analysis of the Steel Cable Anchorage System of Self-Anchored Suspension Bridges	467-478
Zolghadri, Navid	Identification of Truck Types using Strain Sensors include Co-located Strain Gauges	363-375

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/9780784412848.

About this
data sheet
Reference-ID
10705876
Published on:
20/02/2023
Last updated on:
06/09/2023

Advertisement

Structurae cooperates with

International Association for Bridge and Structural Engineering (IABSE)

Advertisement

Structures Congress 2013: Bridging Your Passion with Your Profession

Articles

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.

Required Data

Structures Congress 2013: Bridging Your Passion with Your Profession

Articles

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.