Structures Congress 2011

Ames, Dana; Droessler, Theodore L.; Hoit, Marc

doi:10.1061/9780784411711

Structures Congress 2011

Bibliographic Data

Editor(s):	Dana Ames Theodore L. Droessler Marc Hoit
Medium:	conference proceedings
Language(s):	English
Publisher:	American Society of Civil Engineers
Published in:	Washington, USA
Conference:	Structures Congress 2011, Las Vegas, Nevada, 14-16 April 2011
Page(s):	3182
Year:	2011
ISBN-10:	0784411719
ISBN-13:	9780784411711
DOI:	10.1061/9780784411711
Purchase from:	Amazon.de (Deutschland) Amazon.fr (France) Amazon.co.uk (United Kingdom) Amazon.com (United States)

Articles

Author(s)	Title	Page(s)
Abatt, F. G.	Benchmark Analysis of Seismically Induced Fluid-Structure Interaction in Liquid-Containing Tanks with Insufficient Freeboard	2153 - 2165
AbdElLatef, M.	Accuracy of Applying "Stiff-Girder" Approach in Reinforced Concrete Bridges	2671 - 2682
Acosta, Patrick F.	Overview of UFC 3-340-02 Structures to Resist the Effects of Accidental Explosions	1454 - 1469
Agbayani, Nestor A.	Unresolved US Code Compliance Issues for Wind Energy Structures: The Need for Research	2406 - 2416
Akiyama, M.	Long-Term Seismic Performance of RC Bridge Piers in an Aggressive Marine Environment	1907 - 1914
Alampalli, S.	Impact of I-35W Bridge Failure on State Transportation Agency Bridge Inspection and Evaluation Programs	1019 - 1026
Alemdar, Fatih	Improved Method for Bonding CFRP Overlays to Steel for Fatigue Repair	133-144
Almanzar-Micheli, Leonel I.	Understanding Wall/Slab Bending Moment and Shear Transfer in Liquid Containing Structures	2632 - 2639
Anderson, Jeralee L.	Infrastructure Sustainability: Streamlining Life Cycle Assessment for Practicing Bridge Engineers	507-514
Anderson, L. M.	Effect of Structure, Soil, and Ground Motion Parameters on Structure-Soil-Structure Interaction of Large Scale Nuclear Structures	2862 - 2873
Anitori, G.	Reliability and Redundancy of Bridge Systems under Lateral Loads	35 - 46
Arnold, Barry Kay	Lessons Learned from the Utah Experience: Suggestions for Implementing a Structural License and Practice Act in Your State	1036 - 1048
Ataei, Navid	Coastal Bridge Reliability during Hurricane Events: Comparison of Fragility Curves by Static and Dynamic Simulation	2263 - 2274
Aukeman, L. J.	Evaluation of the ASCE 7-05 Standard for Dual Systems: Response History Analysis of a Tall Buckling-Restrained Braced Frame Dual System	2707 - 2717
Aure, T. W.	High Quality, Two-Nodes Component-Based Modeling of Semi-Rigid Beam-to-Column Connections for Computer-Oriented Analysis	2695 - 2706
Baird, Andrew	Parametric Investigation of Seismic Interaction between Precast Concrete Cladding Systems and Moment Resisting Frames	1286 - 1297
Baldridge, Steven M.	Performance of Structures in the January 2010 M_W 7.0 Haiti Earthquake	1660 - 1671
Banerjee, Swagata	Kalman Filter-Based Identification of Bridge Fragility Parameters	2240 - 2250
Barbachyn, Steven	Nominal Shear Strength Limits for Short Diagonally-Reinforced Concrete Coupling Beams	571 - 582
Barbato, Michele	A Preliminary Proposal for a Probabilistic Performance-Based Hurricane Engineering Framework	1618 - 1629
Barsoum, F. F.	Procedures for Fatigue Crack Growth Monitoring and Fatigue Life Prediction Using Acoustic Emission Data and Neural Networks	2341 - 2352
Bass, Robert A.	Saving the Bodie Island Lighthouse: Preservation and Rehabilitation Challenges in a 140-Year Old Coastal Structure	1771 - 1781
Bastidas-Arteaga, E.	Probabilistic Optimization of the Management of Corroding RC Structures	1915 - 1924
Beers, Paul E.	Wind Risk Assessments for Cladding and Glazing in Critical Facilities	1606 - 1617
Berhe, A. T.	Characterization of High Strength Steel Fiber Reinforced Concrete and Self-Consolidating Concrete Mixtures with Various Steel Volume Fractions for Infrastructures	1839 - 1849
Berman, J. W.	Simple Check for Yielding in Truss Bridge Gusset Plate Connections	1027 - 1035
Bevington, J. S.	Measuring, Monitoring, and Evaluating Post-Disaster Recovery: A Key Element in Understanding Community Resilience	2033 - 2043
Billek, A.	The Evaluation of Pre-Stressed Pre-Cast Panels Subjected to Blast	1337 - 1346
Biondini, Fabio	Lifetime Seismic Performance of Aging Structural Systems	1973 - 1984
Bisadi, V.	Seismic Fragility Estimates and Optimization of Retrofitting Strategies for Reinforced Concrete Bridges: Case Study of the Fabela Bridge in Toluca, Mexico	13 - 22
Blumenbaum, Stephen E.	Design of the Retractable Roof for the Florida Marlins' New Ballpark	324-336
Bolduc, William T.	Effect of Support Restraint on Wood-to-Wood Joist Hanger Connection	636 - 649
Bolduc, William T.	When the Roof Collapses	1827 - 1838
Borello, D. J.	Design and Testing of Coupled Steel Plate Shear Walls	736 - 747
Bosela, P. A.	Use of Failure Case Studies in a Construction Planning and Estimating Course	1130 - 1146
Bounds, W. L.	Blast Resistant Design: Engineering Level Frame Analysis	2432 - 2442
Browning, R. S.	Use of Empirical Constitutive Properties to Develop a Resistance Function for Reinforced Masonry	1310 - 1319
Bulleit, William M.	Philosophy of Structural Building Codes	1067 - 1073
Callister, Jeremy T.	Seismic Evaluation of an Existing Low Ductility Braced Frame Building in California	2756 - 2767
Campbell, David M.	Challenges of Retrofitting an Existing Domed Stadium with a New Retractable Roof—BC Place Stadium, Vancouver, BC	314-323
Charney, Finley A.	Use of Nonlinear Analysis in the Context of the ASCE 7 Seismic Load Provisions	782 - 790
Chiewanichakorn, Methee	Seismic Retrofit of Pre-Northridge Steel Moment Frame Building Using Nonlinear Static Analysis per ASCE 41-06	791 - 802
Choe, Lisa	Behavior of Steel Columns under Fire Loading	463-471
Choi, Se Woon	A Study on the Minimum Column-to-Beam Moment Ratio of Steel Moment Resisting Frame with Various Connection Models	3008 - 3017
Cimellaro, G. P.	The State of Art of Community Resilience of Physical Infrastructures	2021 - 2032
Clayton, Patricia M.	Seismic Design and Analysis of Self-Centering Steel Plate Shear Walls	748 - 757
Clouston, Peggi L.	Truss Plates for Use As Wood-Concrete Composite Shear Connectors	626 - 635
Cohen, James S.	Problems in the Repair of Historic Brick Masonry Buildings	594 - 604
Cohen, James S.	A Simple Method in the Preliminary Assessment of Historic Masonry Buildings	583 - 593
Cole, N.	Erection of the Cable Net Roof for the London 2012 Olympic Stadium	304-313
Cook, Ronald	ASCE 7-10 Wind Loads	1440 - 1453
Copelan, Craig	Documentaries As a Tool to Inform the Public about Major Infrastructure Projects in California	2983 - 2992
Corotis, Ross B.	Conceptual and Analytical Differences between Resiliency and Reliability for Seismic Hazards	2010 - 2020
Costantino, C. J.	Site Response Analyses	886 - 897
Coughlin, A. M.	Analysis Techniques for Terrorist Risk Assessment and Mitigation of Bridges	1496 - 1505
Coulbourne, William L.	ASCE 7-10 Changes to Flood Load Provisions	1411 - 1417
Coulbourne, William L.	ASCE 7-10 Changes to Wind Provisions and Our Approach to Forensics	1630 - 1636
Coulbourne, William L.	Vulnerability Assessments of Structural Frames for Critical Facilities	1583 - 1593
Coulston, Paul J.	Influence of the Guide Specifications for LRFD Seismic Bridge Design in Alabama	2683 - 2694
Daneshvar, H.	Behavior of Shear Tab Connections under Column Removal Scenario	2905 - 2916
Dao, Nhan D.	Experimental Evaluation of an Innovative Isolation System for a Lightweight Steel Moment Frame Building at E-Defense	2951 - 2962
Delatte, Norbert	Using Failure Case Studies to Teach Reinforced Concrete Design	1098 - 1107
Denavit, Mark D.	Seismic Behavior of Steel Reinforced Concrete Beam-Columns and Frames	2852 - 2861
Dethlefs, Richard A.	Metal Liquid Storage Tanks on Sloped Foundations: What Could Possibly Go Wrong?	2509 - 2519
Dogruel, Seda	Design and Testing of Cable Catchment Systems for Historic Window Blast Protection	1359 - 1374
Dolhon, Anthony M.	Snow Removal Strategies of Lightweight, Flat Roof Structures	1782 - 1793
Driver, Robert G.	Modular Construction of Steel Plate Shear Walls for Low and Moderate Seismic Regions	758 - 769
Duke, D.	Design of Windows for Blast Loading—Moving Forward	1470 - 1483
Duke, D.	Development of Design Recommendations for Edge-Bolted Laminated Glass	1347 - 1358
Eggers, D. W.	Probabilistic and Deterministic Seismic Soil Structure Interaction Analyses for the Lotung Quarter-Scale Containment Model	864 - 875
Eguchi, Ronald T.	A Comprehensive Assessment of Building Damage after the January 12, 2010 Haiti Earthquake	2332 - 2340
Eid, Rami	Staircase Vibrations Due to Human Activity	2562 - 2571
El-Chabib, Hassan	Effect of Stirrups on the Contribution of Concrete Compressive Strength and Tensile Steel to the Shear Strength of RC Beams Using Artificial Neural Networks	552 - 559
Elsharawy, M.	Evaluation of Wind-Induced Torsional Loads on Buildings by North American and European Codes and Standards	337-348
Elsharawy, M.	Wind-Induced Torsional Loads on Low-Rise Buildings	349-359
Englot, Joseph M.	Case Study of Bridge and Tunnel TVAs: Since the Blue Ribbon Panel Recommendations for Bridge and Tunnel Security Were Issued	1506 - 1517
Eschenasy, Dan	Attaching Tower Cranes to Buildings in New York City	1561 - 1569
Filipov, E. T.	Computational Analyses of Quasi-Isolated Bridges with Fusing Bearing Components	276-288
Flint, M. M.	A Probabilistic Framework for Performance-Based Durability Engineering: Application to Corrosion in Reinforced Concrete	1949 - 1960
Fragiadakis, Michalis	Applicability of Nonlinear Static Procedures to RC Moment-Resisting Frames	2216 - 2227
Frangopol, Dan M.	Performance Indicators for Structures and Infrastructures	1215 - 1226
Frangopol, Dan M.	Resilience As Optimization Criterion for the Rehabilitation of Bridges Belonging to a Transportation Network Subject to Earthquake	2044 - 2055
Garlock, Maria E. Moreyra	Félix Candela and the Origins of Inspiration	2309 - 2319
Gavahi, Daniel	Design Guidelines for Post-Installed Mechanical Anchors in Concrete Subjected to Impact Loads	1484 - 1495
Goodrich, Gregory S.	The Road Less Traveled—Middlebury, Vermont's Design-Build Cross Street Bridge Project	2818 - 2828
Goodyear, David	Design of the New Mike O'Callaghan Pat Tillman Memorial Bridge at Hoover Dam	1806 - 1815
Gossen, Paul A.	The Renovation of Franklin Field/The Creation of the George A. Weiss Pavilion	3029 - 3032
Gould, Nathan C.	Effects of the January 2010 Haitian Earthquake on Selected Equipment and the Implications for the Seismic Design of Critical Non-Structural Components Required for Post-Earthquake Recovery Operations in Developing Countries	2275 - 2284
Graf, Timothy	Seismic Analysis and Rehabilitation of a 15 Story Pre-Northridge Steel Moment Resisting Frame Building	827 - 838
Green, T.	Designing and Detailing Welded Skewed T-Joints	909 - 917
Greenlee, Greg	Seismic Design of Diagonal Strap Bracing Using AISI S213	688 - 692
Grelle, S. V.	An Evaluation of Anchorage Systems for Fiber-Reinforced Polymer (FRP) Laminates Bonded to Reinforced Concrete Elements	1157 - 1168
Gul, Mustafa	A Characterization of Traffic and Temperature Induced Strains Acquired Using a Bridge Monitoring System	89-100
Gurbuz, O.	Overview of ASCE 4 Rev. 2	2142 - 2152
Hamburger, Ronald O.	Introduction of Performance Criteria into Chapter 1 of ASCE 7-10	1432 - 1439
Hao, S.	I35W Bridge Collapse: Lessons Learned and Challenges Revealed	3153 - 3170
Heard, W. F.	Material Characterization of Fiber Reinforced Concrete for Improved Blast Performance	1320 - 1336
Hikino, Tsuyoshi	Out-of-Plane Stability of Buckling-Restrained Braces	938 - 949
Hines, E. M.	Conceptual Transparency: Examples from the Work of Robert Maillart and Jörg Schlaich	2297-2308
Howes, Crispin	The Feature Stair at Louis Vuitton in Crystals at CityCenter	2585 - 2593
Howes, Crispin	The Spiral Stairs at the Art Gallery of Ontario	2594 - 2604
Howser, R. N.	Electrical Resistance and Seismic Behavior of Carbon Nanofiber RC Bridge Columns	1886 - 1899
Hua, Xiapin	Considerations for Retrofitting Existing Pipe Bridges	2520 - 2531
Huang, Carl	Award Winning Bridges in California Owned and Designed by Caltrans	2971 - 2982
Hudson, M. J.	Efficient Design of Floor Structures Using Active Vibration Control	404-415
Huntington, Daniel J.	How to Keep Monumental Stairs from Vibrating	2572 - 2584
Huston, E. T.	The New 16-Hour NCEES Structural Exam—How We Got Here	1049 - 1058
Ibrahim, Ahmed	Damage Size Prediction of Reinforced Concrete Slabs under Blast Loads Using Artificial Neural Networks	1530 - 1537
Irshidat, M.	Blast Vulnerability Evaluation of Concrete Masonry Unit Infill Walls Retrofitted with Nano Particle Reinforced Polyurea: Modelling and Parametric Evaluation	2126 - 2141
Jensen, S. R.	Sliding and Rocking of Unanchored Components and Structures: Chapter 7.6 ASCE 4 Revision 2	2178 - 2189
Jerath, S.	Bridges Subjected to Impact Loads of Moving Vehicles Obtained from Vehicle Dynamics	227-238
Kassabian, Paul E.	Collapse of the I-280 Maumee River Bridge Launching Gantry in Toledo, Ohio	1570 - 1582
Kazemi, Ali	Progressive Collapse Analysis of RC Structures Including Beam Axial Deformation	3132 - 3140
Kazemi, S.	Reliability Analysis of Masonry Members under Compression	605 - 615
Khatri, Arun P.	Florida Tampa International Airport Interchange Steel Bridges Design	2718 - 2729
Kijewski-Correa, T.	Open Sourcing the Design of Civil Infrastructure (OSD-CI): A Paradigm Shift	2382 - 2393
Kim, H.	Performance Test of Secondary Mass Dampers for Vibration Control of Tall Buildings	2874 - 2891
Kim, Wha-Jung	Characterization of Mortar Using Calcified Cell-CaCO3by Microbial Biomineralization	3171 - 3182
Knaack, A. M.	Design of Normal Strength Concrete Mixtures with Recycled Concrete Aggregates	3068 - 3079
Krawinkler, Helmut	Prediction of Nonlinear Response—Pushover Analysis versus Simplified Nonlinear Response History Analysis	2228 - 2239
Kumarasena, Sena	Assessment and Reduction of Transportation Structure Vulnerability: Past, Present, and Future	2394 - 2405
Kwon, O.	Assessment of Seismic Performance of Structures in 2010 Chile Earthquake through Field Investigation and Case Studies	1637 - 1648
Kwon, O.	Sensitivity of Reliability Index of Bridge Girders to Random Variables and Average Daily Truck Traffic	2251 - 2262
Labuz, Elizabeth L.	Damage Detection and Localization in Structures: A Statistics Based Algorithm Using a Densely Clustered Sensor Network	53 - 64
Lantsoght, Eva	Experimental Study of Shear Capacity of Reinforced Concrete Slabs	152-163
Lawson, John W.	Using the Hyatt Regency Skywalk Collapse Case Study in Engineering Education	1118 - 1129
Lewis, Aaron R.	High School Slab on Grade Settlement Evaluation and Permanent Structural Slab Repairs	1698 - 1709
Li, Chao-Hsien	Recent Experimental Researches on Steel Plate Shear Walls in NCREE	724 - 735
Li, Guoqiang	A Shape Memory Polymer Based Self-Healing Syntactic Foam Sealant for Expansion Joint	2078 - 2089
Li, Honghao	Three-Dimensional Effects in Progressive Collapse Modeling	2829 - 2839
Li, Z. H.	Seismic Damage Analysis Model for RC Structures Based on Concrete Plastic Damage Model	2768 - 2779
Liel, A. B.	The Influence of Engineering Organization on Design and Construction Processes at Tennessee Valley Authority Dams of the 1930s	2320 - 2331
Liepins, Atis A.	Concrete Shear Strength of Elevated Water Storage Tank Pedestals	2496 - 2508
Lignos, D. G.	Seismic Evaluation of Steel Moment Frames and Shear Walls Using Nonlinear Static Analysis Procedures	2204 - 2215
Longabard, A.	Performance Indicators for Offshore Wind Farms	1227 - 1235
Louie, J. N.	Earthquake Hazard Class Mapping by Parcel in Las Vegas Valley	1794 - 1805
Lowak, Michael J.	Testing and Analytical Evaluation of Doors	1375 - 1410
Lumbard, Devon	Seismic Retrofit of a Higher-Education Building Using Advanced Analysis to Optimize Use of Existing Building Components	1007 - 1018
Lusk, B.	Modeling and Testing of Laminated Window Systems under Blast Loading	1552 - 1560
Lynch, Karen A.	Touring Stages for Outdoor Concert Productions	2624 - 2631
Mackie, K. R.	System-Level Calibration of Bridge Component Damage States	1 - 12
Majeti, Vikram C. S.	Effects of Troweling on Shrinkage of Concrete Treated with an Evaporation Reducer	3141 - 3152
Mara, T. G.	Design Loads for Transmission Towers under Skewed Wind Loading	1246 - 1257
Martin, Felix	Is Roof Eave Blocking Required to Transmit Wind/Seismic Forces?	616 - 625
McAllister, Therese P.	Load Combination Requirements in ASCE Standard 7-10: New Developments	1425 - 1431
McCullough, M. C.	A Framework for Performance-Based Engineering in Multi-Hazard Coastal Environments	1961 - 1972
McGinnis, M. J.	RC Bearing Walls Subjected to Elevated Temperatures	438-450
Meyer, Jonathan	SCR Pile Cap Foundation Design Using STAAD v8i and Excel	2485 - 2495
Middleton, C. J.	Simplified Methods for Estimating the Response of Floors to a Footfall	383-403
Miles, Scott B.	The Role of Critical Infrastructure in Community Resilience to Disasters	1985 - 1995
Miller, David J.	Self-Centering Buckling-Restrained Braces for Advanced Seismic Performance	960 - 970
Mills, T. D.	Assessing Existing Theater Structures and Rigging Infrastructure for Large Production Demands	2613 - 2623
Mirzaei, Y.	Punching Shear Failure in Progressive Collapse Analysis	2941 - 2950
Moe, C. M.	Structural Strengthening of Aloha Stadium	2532 - 2544
Moghimi, Hassan	Effect of Regular Perforation Patterns on Steel Plate Shear Wall Column Demands	2917 - 2928
Morovat, M. A.	Analysis of Creep Buckling of Steel Columns Subjected to Fire	2929 - 2940
Mostafaei, H.	Effects of Thermal Expansion and Support Restraints on Performance of Composite Floors in Fire	427-438
Muir, Larry	The AISC 2010 Specification and the 14th Edition Steel Construction Manual	661 - 675
Mullapudi, T. Ravi S.	Analysis of RC Structures with Carbon-Nanofiber Concrete	1169 - 1178
Mullapudi, T. Ravi S.	Seismic Analysis of Bridge Columns under Axial, Flexure, Shear, and Torsional Loadings	252-264
Mullapudi, T. Ravi S.	UPV Method for Detecting Properties of Carbon-Nanofiber Concrete	2963 - 2970
Nacamuli, A. M.	Seismic Isolation: Applications of WorkSafe Technologies Ball-N-Cone Isolator	852 - 863
Neal, J.	Steel Plate Shear Walls with Controlled Infill Tension Fields	3018 - 3028
Nelson, Anton	A New Approach to Office Construction: Deacero Headquarters, Monterrey, Mexico	2647 - 2658
Nelson, Erik Anders	Simple Shear Connections—Not So Simple	898 - 908
Nelson, Erik L.	Commonality Test Methodology for Residential Structures in Katrina Canal Breaches Class Action	1748 - 1758
Newell, James	Seismic Design of a 15 Story Hospital Using Viscous Wall Dampers	815 - 826
Nielson, B. G.	Effect of Ground Motion Suite Size on Uncertainty Estimation in Seismic Bridge Fragility Modeling	23 - 34
Nieto, F.	Wind Engineering Studies for a Cable-Stayed Bridge in Talavera de la Reina, Spain	113-122
O''Donnell, A. P.	Evaluation of Ground Motion Scaling Methods for Analysis of Structural Systems	3045 - 3056
Okazaki, Taichiro	Dynamic Response of a Steel Concentrically Braced Frame	950 - 959
Ouyang, Min	Resilience Modeling and Simulation of Smart Grids	1996 - 2009
Ozbulut, O. E.	Seismic Protection of Bridge Structures Using Shape Memory Alloy-Based Isolation Devices	2066 - 2077
Pakala, Purushotham	Experimental Evaluation of Composite Floor Assemblies under Fire Loading	451-462
Palmer, Keith	Three-Dimensional Tests of Two-Story, One-Bay by One-Bay, Steel Concentric Braced Frames	3057 - 3067
Paret, T. F.	ASCE 31 and 41: Apocalypse Now	2741 - 2755
Park, Y. C.	Evaluation of Fatigue Resistance of Multi-Sided Sign and Traffic Signal Structures	1298 - 1309
Pasala, D. T. R.	A New Structural Modification Approach for Seismic Protection Based on Adaptive Negative Stiffness Device: Conceptual Analysis	2892 - 2904
Paschetto, M. G.	Large Temporary Structure for Special Event	2605 - 2612
Petrash, Amy	Designing Foundations for Vibrating Machinery: Dealing with Soil and Software Issues	2443 - 2457
Petroff, Steven M.	Monitoring of Long Term Bridge Performance (LTBP) Program Bridges	65 - 76
Poon, Dennis	CityCenter Aria Tower—Engineering the Iconic Casino in Las Vegas	1862 - 1874
Poon, Dennis	CityCenter's Long Span Porte Cochères	2659 - 2670
Poon, Dennis C. K.	Finite Element Analyses of Super Composite Column and Its Connections for Ping An International Financial Center Tower	918 - 928
Poon, Dennis C. K.	Non-Linear Time History Analysis for the Performance Based Design of Shanghai Tower	541 - 551
Poon, Dennis C. K.	Structural Analysis and Design Challenges of the Ping An Tower under Consideration of the Upcoming China Code	528 - 540
Poon, Dennis C.K.	Performance-Based Seismic Evaluation of Ping An International Finance Center	983 - 993
Prusaczyk, Stephen	Proposed Data Specifications for Bridge Structural Health Monitoring Sensor Data	101-112
Przywara, John	Blast Amelioration Systems: Effect of Topological Parameters on Performance of Layered Metallic-Lattice Sandwich Panels	1518 - 1529
Purba, Ronny	Behavior of Steel Plate Shear Walls with In-Span Plastic Hinges	716 - 723
Rafiq, Yaqub	Visualisation—A Conceptual Design Aid	2370 - 2381
Rahman, Nabil A.	Alternate Path Progressive Collapse Analysis of Steel Stud Bearing Wall Structures	2840 - 2851
Reed, D. A.	A Framework for Optimizing Civil Infrastructure Resiliency	2104 - 2112
Reese, Brian R.	Design of Sports Lighting Support Structures—Will Your Structures Perform to Expectation?	1269 - 1285
Reese, Brian R.	Non-Destructive Examination Techniques of Tubular Steel Pole Sports Lighting Structures	1722 - 1735
Robinson, S. E.	Effect of Different Parameters on the Tensile Strength of Adhesive Anchors	1850 - 1861
Roddenberry, M. R.	Effect of Secondary Elements on Load Distribution in Prestressed Bridge Girders	215-226
Rodriguez-Nikl, Tonatiuh	What Does It Mean to Be Sustainable?	1074 - 1085
Rogers, C. A.	Development of Seismic Design Provisions for Steel Sheet Sheathed Shear Walls	676 - 687
Roik, Matthias	New Approaches in Fixing Technology: Approvals Follow Design Guides, Shown by Example of Anchor Channels	1258 - 1268
Rokneddin, Keivan	The Effects of Deteriorating Bridges on Bridges on the Bridge Network Connectivity	2993 - 3007
Roy, S.	Measurements of a Steel Orthotropic Deck under Crawl Loading	179-189
Saad, Ahmad	Seismic Evaluation of Bridge G-947 in Clark County, Nevada Using Nonlinear Static Procedures	3092 - 3098
Salveson, M. W.	Effect of Abutment Shear Keys on the Seismic Response of Bridges	265-275
Salyards, K. A.	Lessons Learned through the Development of an Undergraduate Course on Civil Engineering Failures	1108 - 1117
Samarajiva, Prasad	Repair and Retrofit of a Failed Deep Underground Sewage Pump Station	2473 - 2484
Sanayei, M.	Impedance Modeling for Prediction of Train Induced Floor Vibrations	371-382
Sanchez, T. Andres	Floor Vibration Characteristics of Long Span Composite Slab Systems	360-370
Sarkisian, M.	Enhanced Seismic Design of the New San Bernardino Court	994 - 1006
Sarkisian, Mark	A Celebration of Structure As Architecture—The Cathedral of Christ the Light	971 - 982
Schmidt, Jon A.	The Intentionality of Design	1059 - 1066
Searer, G. R.	Contextualizing the Load Duration-Dependent Strength of Wood Members	650 - 660
Selamet, Serdar	A Comparison between the Single Plate and Angle Shear Connection Performance under Fire	416-426
Shang, Shen	Inverse Identification of Micromechanics and Fracture Mechanics-Based Damage Evolution Law of Brittle Composites	3120 - 3131
Shear, Andrea E.	Tendon Failure Investigation and Drying in a Two-Way Unbonded Post-Tensioned Roof Slab	1759 - 1770
Shin, Moochul	Seismic Repair of RC Bridge Piers Using Shape Memory Alloys	2056 - 2065
Short, S. A.	Modeling and Analysis for Seismic Evaluation of Nuclear Structures	2166 - 2177
Simonen, K.	Steel Detailing Practices: Using Global Variation to Envision Innovation	929 - 937
Smarsly, K.	Implementation of a Multiagent-Based Paradigm for Decentralized Real-Time Structural Health Monitoring	1875 - 1885
Smith, B. J.	Comparison of Hybrid and Emulative Precast Concrete Shear Walls for Seismic Regions	3033 - 3044
Smith, I. F. C.	Anomaly Detection without Structural Behavior Models	47 - 52
Smith, M. D.	Seismic Force Distribution for Metal Building Systems with Mezzanines	705 - 715
Smith, Rob	Deflection Limits in Tall Buildings—Are They Useful?	525-527
Smith, Thomas L.	Wind Vulnerability Assessment of Roof Systems and Rooftop Equipment for Critical Facilities: A Preliminary Protocol for Design Professionals	1594 - 1605
Soroushian, Siavash	Design of a Test-Bed Structure for Shake Table Simulation of the Seismic Performance of Nonstructural Systems	1191 - 1202
Srubar, III, W. V.	Engineered Biobased Composites for Construction: Material Development, Multiscale Modeling, and Long-Term Durability	1147 - 1156
Starossek, U.	Report of the Terminology and Procedures Sub-Committee (SC1): Recommendations for Design against Disproportionate Collapse of Structures	2090 - 2103
Starr, Crystal Roe	Seismic Design Retrofit and Detailing for Special Structures	2545 - 2554
Steelman, J. S.	Seismic Response of Bearings for Quasi-Isolated Bridges—Testing and Component Modeling	164-178
Stehmeyer, III, Edward H.	Seismic Vulnerability Assessments of Marine Structures Using Non-Linear Static Analysis Procedures	803 - 814
Stek, Elizabeth	Life Cycle Assessment Using ATHENA Impact Estimator for Buildings: A Case Study	483-494
Stephens, Max	Buckling Behavior of Shell Elements Subjected to Inelastic Reversed Cyclic Loading	3080 - 3091
Svinkin, Mark R.	Engineering Aspects in Evaluation of Pile Capacity by Dynamic Testing	1686 - 1697
Takagi, J.	Performance Evaluation of Shear Walls in Existing Wall-Type Precast Reinforced Concrete Residential Buildings with New Openings	2780 - 2791
Tang, H. S.	Marine Hydrokinetic Energy Generation Systems and Their Performance Indicators	1236 - 1245
Tapia, Citlali	Life Cycle Performance Metrics for Aging and Seismically Vulnerable Bridges	1937 - 1948
Tavallali, H.	Cyclic Response of Concrete Frame Members Reinforced with Ultrahigh Strength Steel	560 - 570
Taylor, Christopher W.	Feasibility Analysis of Using UHPC in Prestressed Bridge Girders	203-214
Thomas, Harry B.	ASCE Standard 7-10 Dead and Live Loads	1418 - 1424
Torkamani, Morteza A. M.	Elastic Nonlinear Analysis of Plane Truss Bridges	239-251
Trombetti, Tomaso	A Special Solution for Lateral-Resisting Systems Capable of Multiple Seismic Performances	2113 - 2125
Tu, Y. H.	Experiment of Slender Confined Masonry Panels under Monotonic and Cyclic Loading	2730 - 2740
Uang, C. M.	Earthquake Simulator Testing of Metal Building Systems	693 - 704
Underwood, Mel	Loose Mortar-Set Roof Tile Falsehood	1710 - 1721
Valley, Michael	Applicability of Nonlinear MDOF Modeling for Design	2190 - 2203
Vaughan, David	New Methods for Progressive Collapse Testing and Simulation	2358 - 2369
Vemuru, V. S. M.	Polystyrene-MWCNT Based Nanocomposite Multifunctional Strain Sensor: Dynamic Monitoring of Civil Engineering Structures	1900 - 1906
Waggoner, Mark C.	Floating Stair Using High Performance Structural Materials	2555 - 2561
Wallace, John W.	February 27, 2010 Chile Earthquake: Preliminary Observations on Structural Performance and Implications for U.S. Building Codes and Standards	1672 - 1685
Wang, Ke	An Experimental Study on the Mechanical Properties of Pultruded CFRP Plates at Elevated Temperatures	3110 - 3119
Wang, Liangsheng	Structural Risk Evaluation for Offshore Platforms under Major Accidental Events	1925 - 1936
Webster, Mark D.	Carbon Emissions and Building Structure: What the Structural Engineer Needs to Know about Carbon in the 21st Century	472-482
Wehbe, N.	Development of Concrete/Cold Formed Steel Composite Flexural Members	3099 - 3109
Wey, Eric	Analysis of Nonbuilding Structures Connected by Large Diameter Pipe while Subjected to Seismic Loads	2417 - 2431
Whittaker, A. S.	Seismic Isolation of Safety-Related Nuclear Structures	876 - 885
Wilcox, C.	Connection Details—Practicing Engineers and the Code	1086 - 1097
Wong, K. K. F.	Nonlinear Dynamic Analysis of Structures Using Modal Superposition	770 - 781
Wong, Silky S. K.	Weight Management Considerations for Onshore Modularized Petrochemical Facilities	2458 - 2472
Wray, Gordon	"The Bowls Project"—A Prototype for Full Scale Testing As an Alternate Approval Process for Small Scale Base-Isolated Structures	839 - 851
Yan, Dongming	Blast Test of Full-Size Wall Barriers Reinforced with Enamel-Coated Steel Rebar	1538 - 1551
Yan, Dongming	Seismic Performance Evaluation of Highway N High-Voltage Substation	1203 - 1214
Yang, Frances	Integrating Life Cycle and Carbon Assessments: What Life Cycle Assessment Can Teach Structural Engineers about Design and Specification	495-506
Yao, Ruigen	Data-Driven Methods for Threshold Determination in Time-Series Based Damage Detection	77 - 88
Yen, P. W.	Bridge Performance during the 2010 M8.8 Chile Earthquake	1649 - 1659
Yi, Wei-Jian	Large-Scale Experimental Evaluation of Building System Response to Sudden Column Removal	2353 - 2357
Yu, Jianguo	Detection of Critical Fatigue Cracks in Steel Bridge Materials with Remote Acoustic Emission Monitoring	123-132
Zaghi, Arash E.	Experimental and Analytical Studies of Hospital Piping Assemblies Subjected to Seismic Loading	1179 - 1190
Zeidan, M.	Evaluation of Concrete Shear Strength for FRP Reinforced Beams	1816 - 1826
Zhang, D.	Structural Analyses to Replicate the Observed Damage to Engineered Buildings from the January 2010 Haiti Earthquake	2285 - 2296
Zhang, Zhiqiang	Structure Failure Mechanism Study Based on Vulnerability Theory	2792 - 2806
Zhang, Zhiqiang	Vibration Reduction of a Stadium Corridor Using Tuned Mass Dampers	2807 - 2817
Zhao, Qiuhong	Seismic Analysis of Integral Abutment Bridges Including Soil-Structure Interaction	289-303
Zhao, Qiuhong	Simplified Erection Guidelines for Double I-Girder Systems during Bridge Construction	190-202
Zhao, Y.	Fatigue Repair of the Arkansas River Bridge	145-151
Zimmermann, T.	Old Masonry under Seismic Loads: Stiffness Identification and Degradation	1736 - 1747
Zirakian, Tadeh	On the Application of the Meck Plot in Elastic Buckling	2640 - 2646

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: 10.1061/9780784411711.

About this
data sheet
Reference-ID
10336724
Published on:
02/08/2019
Last updated on:
06/09/2023

Advertisement

Structurae cooperates with

International Association for Bridge and Structural Engineering (IABSE)

Advertisement

Structures Congress 2011

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 2011

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.