Structures Congress 2011

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

doi:10.1061/9780784411711

Structures Congress 2011

Bibliografische Daten

Herausgeber:	Dana Ames Theodore L. Droessler Marc Hoit
Medium:	Tagungsband
Sprache(n):	Englisch
Verlag:	American Society of Civil Engineers
Veröffentlicht in:	Washington, USA
Tagung:	Structures Congress 2011, Las Vegas, Nevada, 14-16 April 2011
Seite(n):	3182
Jahr:	2011
ISBN-10:	0784411719
ISBN-13:	9780784411711
DOI:	10.1061/9780784411711
Bestellbar bei:	Amazon.de (Deutschland) Amazon.fr (France) Amazon.co.uk (United Kingdom) Amazon.com (United States)

Artikel

Autor(en)	Titel	Seite(n)
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
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Wang, Liangsheng	Structural Risk Evaluation for Offshore Platforms under Major Accidental Events	1925 - 1936
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Wehbe, N.	Development of Concrete/Cold Formed Steel Composite Flexural Members	3099 - 3109
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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
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Yang, Frances	Integrating Life Cycle and Carbon Assessments: What Life Cycle Assessment Can Teach Structural Engineers about Design and Specification	495-506
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Yen, P. W.	Bridge Performance during the 2010 M8.8 Chile Earthquake	1649 - 1659
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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 kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1061/9780784411711.

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10336724
Veröffentlicht am:
02.08.2019
Geändert am:
06.09.2023

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