Journal of Structural Engineering (ASCE) - v. 147, n. 12 (Dezember 2021)

Erschienen:	Dezember 2021

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Lim, Jong-Jin / Lee, Seung-Hwan / Eom, Tae-Sung	Behavior of End-Plate Connection with Oversize Holes and Plate Washers for Column Splice	04021198
Zhang, Wenying / Mahdavian, Mahsa / Lan, Xing / Yu, Cheng	Cold-Formed Steel Framed Shear Walls with In-Frame Corrugated Steel Sheathing	04021210
Ebadi-Jamkhaneh, Mehdi / Ahmadi, Masoud	Comprehensive Investigations of the Effect of Bolt Tightness on Axial Behavior of a MERO Joint System: Experimental, FEM, and Soft Computing Approaches	04021197
Sun, Yao / Liang, Yating / Zhao, Ou / Young, Ben	Cross-Sectional Behavior of Austenitic Stainless Steel Welded I-Sections under Major-Axis Combined Loading	04021202
Arizou, Ramin / Mohareb, Magdi	Design Considerations for Distortional Lateral Buckling	04021203
Pasca, Dag Pasquale / Aloisio, Angelo / Fragiacomo, Massimo / Tomasi, Roberto	Dynamic Characterization of Timber Floor Subassemblies: Sensitivity Analysis and Modeling Issues	05021008
Liu, Min / Li, Shouying / Wu, Teng / Li, Yafeng / Meng, Huachang / Chen, Zhengqing	Eddy-Current Tuned Mass Dampers for Mitigation of Wind-Induced Response of the Noor III Solar Tower: Design, Installation, and Validation	05021009
Hao, Xulong / Zhu, Ruijie / Li, Ruoyu / Li, Feng	Effect of Joint Stiffness on Flexural Performance of a Hybrid FRP-Aluminum Space Truss Structure
Pettit, Clayton / Cruz-Noguez, Carlos	Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls
Ring, Joshua D. / Tanner, Jennifer E.	Evaluation of Masonry Beams with Openings and Validation Using a Strut-and-Tie Model	04021195
Xing, Guohua / Al-Dhabyani, Mohammed Ali / Al-Shakhada, Najm Addin / Li, Xiangyu	Experimental and Numerical Investigations on the Behavior and Failure Mechanism of RC Beams Strengthened with Near-Surface Mounted High-Strength Aluminum Alloy Bars	04021208
Zhao, Bing / Chen, Wujun / Chen, Jianwen / Jing, Zhongliang	Experimental Evaluation on Structural Behaviors of ETFE Cushion Structures Subjected to Progressive Loading	04021205
Rahmzadeh, Ahmad / Shahria Alam, M. / Tremblay, Robert	Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers	04021211
Zhang, Fengliang / Liu, Xiguang / Xue, Jianyang / Mahmoud, Hussam / Hu, Pengchun / Zhou, Gengmin	Experimental Seismic Response of a Damaged Brick Cave Dwelling Repaired Using a Cement Mortar Coating with Polypropylene Packing Strap Mesh	04021201
Chen, Liang / Abdelrahman, A. H. A. / Liu, Si-Wei / Ziemian, Ronald D. / Chan, Siu-Lai	Gaussian Beam–Column Element Formulation for Large-Deflection Analysis of Steel Members with Open Sections Subjected to Torsion	04021206
Liu, Hongtao / Wang, Zhenyu / Xu, Chengshun / Du, Xiuli	Influence of Axial Compression Ratio on the Seismic Performance of Precast Columns with Grouted Sleeve Connections	04021194
Liu, Han / Zhang, Shenghan / Coulibaly, Abdoul A. S. / Cheng, Jeffrey / DeJong, Matthew J.	Monitoring Reinforced Concrete Cracking Behavior under Uniaxial Tension Using Distributed Fiber-Optic Sensing Technology
Karimipour, Arash / Ghalehnovi, Mansour / de Brito, Jorge	New Model for the Lap-Splice Length of Tensile Reinforcement in Concrete Elements	04021204
Rasheed, Hayder A. / Raheem, Mustafa M.	Novel Truss Analogy Approach to Analyze Reinforced Concrete Deep Beams Strengthened with Externally Bonded FRP Systems	04021200
Akbari, Sepideh / Khanmohammadi, Mohammad	Prediction of Residual and Maximum Displacement of Concrete Bridge Columns under Near-Field Motions Using Integrated Experimental Simulation Data and Distributed Plasticity Approaches	04021199
Zheng, Xiao-Wei / Li, Hong-Nan / Gardoni, Paolo	Probabilistic Seismic Demand Models and Life-Cycle Fragility Estimates for High-Rise Buildings
Tore, Erkan / Demir, Cem / Comert, Mustafa / Ilki, Alper	Seismic Collapse Performance of a Full-Scale Concrete Building with Lightly Reinforced Columns	04021207
Lu, Yang / Chen, Wen / Xiong, Feng / Yan, Huiqun / Ge, Qi / Zhao, Fuchao	Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table	04021209
Çelebi, Mehmet / Miranda, Eduardo / Martinez-Cruzado, Jose A.	Seismic Response of a Typical Shear-Wall Dominated High-Rise Condominium Building during the January 7, 2020, Mw6.4 Indios, Puerto Rico Earthquake
Audebert, M. / Dhima, D. / Bouchaïr, A. / Pinoteau, N.	Simplified Design Method for Fire Resistance of Timber Connections
Simpson, Barbara G. / Rivera Torres, David	Simplified Modal Pushover Analysis to Estimate First- and Higher-Mode Force Demands for Design of Strongback-Braced Frames	04021196
Peng, Ting / Chen, Lin / Liu, Tao / Demartino, Cristoforo / Xu, Jinjun	Static Shear Performance and Residual Axial Capacity of Rectangular RC Bridge Piers under Near-Ground Lateral Loads
Wang, Tao / Li, Zhengliang / Fan, Wenliang / Ang, Alfredo H.-S.	Structural Reliability Assessment Based on Enhanced Conjugate Unscented Transformation and Improved Maximum Entropy Method
Kyvelou, Pinelopi / Huang, Cheng / Gardner, Leroy / Buchanan, Craig	Structural Testing and Design of Wire Arc Additively Manufactured Square Hollow Sections
Furley, Jace / van de Lindt, John W. / Pei, Shiling / Wichman, Sarah / Hasani, Hamed / Berman, Jeffrey W. / Ryan, Keri / Daniel Dolan, J. / Zimmerman, Reid B. / McDonnell, Eric	Time-to-Functionality Fragilities for Performance Assessment of Buildings

Über diese
Datenseite
IssueID
59497
Veröffentlicht am:
01.10.2021
Geändert am:
01.10.2021

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Journal of Structural Engineering (ASCE) - v. 147, n. 12 (Dezember 2021)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Journal of Structural Engineering (ASCE) - v. 147, n. 12 (Dezember 2021)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.