Journal of Structural Engineering (ASCE) - v. 139, n. 6 (juin 2013)

Publié:	juin 2013

Auteur(s)	Titre	Page(s)
Angellier, Nicolas / Dubé, Jean François / Quirant, Jérôme / Crosnier, Bernard	Behavior of a Double-Layer Tensegrity Grid under Static Loading: Identification of Self-Stress Level	1075-1081
Rossi, Barbara / Rasmussen, Kim J. R.	Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range	1088-1092
Young, Ben / Silvestre, Nuno / Camotim, Dinar	Cold-Formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design	1059-1074
Balu, A. S. / Rao, B. N.	Confidence Bounds on Design Variables Using High-Dimensional Model Representation–Based Inverse Reliability Analysis	985-996
Dragos, Jonathon / Wu, Chengqing / Haskett, Matthew / Oehlers, Deric	Derivation of Normalized Pressure Impulse Curves for Flexural Ultra High Performance Concrete Slabs	875-885
Di Ludovico, M. / Verderame, G. M. / Prota, A. / Manfredi, G. / Cosenza, E.	Experimental Behavior of Nonconforming RC Columns with Plain Bars under Constant Axial Load and Biaxial Bending	897-914
Xie, Qiang / Sun, Li	Experimental Study on the Mechanical Behavior and Failure Mechanism of a Latticed Steel Transmission Tower	1009-1018
Lee, Cheol-Ho / Han, Kyu-Hong / Uang, Chia-Ming / Kim, Dae-Kyung / Park, Chang-Hee / Kim, Jin-Ho	Flexural Strength and Rotation Capacity of I-Shaped Beams Fabricated from 800-MPa Steel	1043-1058
Surovek, Andrea E. / Liu, Judy	Innovation in Steel Design: Rethinking the Research Paradigm	865-868
Vasdravellis, George / Karavasilis, Theodore L. / Uy, Brian	Large-Scale Experimental Validation of Steel Posttensioned Connections with Web Hourglass Pins	1033-1042
Unal, Mehmet / Burak, Burcu	Performance of Beam-to-Column Connection of a Well-Detailed RC Moment Frame Building under Pseudodynamic Loading	886-896
Yang, Shu-Yan / Liu, Xi-La / Leng, Yu-Bing	Prediction of Flexural Deformation of a Corroded RC Beam with a Polynomial Tension-Stiffening Model	940-948
Ghali, Amin / Dilger, Walter / Gayed, Ramez B.	Punching of Concrete Slabs: Interpretation of Test Results	869-874
Keitel, Holger	Quantifying Sources of Uncertainty for Creep Models under Varying Stresses	949-956
Chao, Shih-Ho / Karki, Netra B. / Sahoo, Dipti R.	Seismic Behavior of Steel Buildings with Hybrid Braced Frames	1019-1032
El-Dakhakhni, Wael W. / Banting, Bennett R. / Miller, Shawn C.	Seismic Performance Parameter Quantification of Shear-Critical Reinforced Concrete Masonry Squat Walls	957-973
Al-Aasam, Hameed Shakir / Mandal, Parthasarathi	Simplified Procedure to Calculate by Hand the Natural Periods of Semirigid Steel Frames	1082-1087
Mohammadi, Majid / Nikfar, Farzad	Strength and Stiffness of Masonry-Infilled Frames with Central Openings Based on Experimental Results	974-984
Aykac, Sabahattin / Kalkan, Ilker / Aykac, Bengi / Karahan, Servet / Kayar, Sinan	Strengthening and Repair of Reinforced Concrete Beams Using External Steel Plates	929-939
Rossi, P. P. / Recupero, A.	Ultimate Strength of Reinforced Concrete Circular Members Subjected to Axial Force, Bending Moment, and Shear Force	915-928
Yang, Qingshan / Chen, Bo / Wu, Yue / Tamura, Yukio	Wind-Induced Response and Equivalent Static Wind Load of Long-Span Roof Structures by Combined Ritz-Proper Orthogonal Decomposition Method	997-1008

Auteur(s)

Titre

Page(s)

Angellier, Nicolas / Dubé, Jean François / Quirant, Jérôme / Crosnier, Bernard

Behavior of a Double-Layer Tensegrity Grid under Static Loading: Identification of Self-Stress Level

1075-1081

Rossi, Barbara / Rasmussen, Kim J. R.

Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range

1088-1092

Young, Ben / Silvestre, Nuno / Camotim, Dinar

Cold-Formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design

1059-1074