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Journal of Structural Engineering (ASCE) - v. 121, n. 3 (mars 1995)

Publié:	mars 1995

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Packer, Jeffrey A.	Concrete-Filled HSS Connections	458-467
Law, S. S. / Ward, H. S. / Shi, G. B. / Chen, R. Z. / Waldron, P. / Taylor, C.	Dynamic Assessment of Bridge Load-Carrying Capacities. I	478-487
Law, S. S. / Ward, H. S. / Shi, G. B. / Chen, R. Z. / Waldron, P. / Taylor, C.	Dynamic Assessment of Bridge Load-Carrying Capacities. II	488-495
Hsu, Yao T. / Fu, C. C. / Schelling, David R.	EBEF Method for Distortional Analysis of Steel Box Girder Bridges	557-566
Pinelli, Jean-Paul / Craig, James I. / Goodno, Barry J.	Energy-Based Seismic Design of Ductile Cladding Systems	567-578
Xu, Y. L.	Fatigue Performance of Screw-Fastened Light-Gauge-Steel Roofing Sheets	389-398
Jubran, Jihad S. / Cofer, William F.	Finite-Element Modeling of Tubular Joints. I: Numerical Results	496-508
Jubran, Jihad S. / Cofer, William F.	Finite-Element Modeling of Tubular Joints. II: Design Equations	509-516
Bulleit, William M. / Liu, Wei-Feng	First-Order Reliability Analysis of Wood Structural Systems	517-529
Lopez-Anido, Roberto / GangaRao, Hota V. S.	Macroapproach Closed-Form Series Solution for Orthotropic Plates	420-432
Dodd, L. L. / Restrepo-Posada, J. I.	Model for Predicting Cyclic Behavior of Reinforcing Steel	433-445
Samra, Raed M.	New Analysis for Creep Behavior in Concrete Columns	399-407
Fu, Gongkang / Tang, Jianguo	Risk-Based Proof-Load Requirements for Bridge Evaluation	542-556
Di Franco, Marco A. / Mitchell, Denis / Paultre, Patrick	Role of Spandrel Beams on Response of Slab-Beam-Column Connections	408-419
Chen, W. F. / Chan, S. L.	Second-Order Inelastic Analysis of Steel Frames Using Element with Midspan and End Springs	530-541
Jain, Sudhir K. / Navin, Rahul	Seismic Overstrength in Reinforced Concrete Frames	580-585
Saetta, Anna / Scotta, Roberto / Vitaliani, Renato	Stress Analysis of Concrete Structures Subjected to Variable Thermal Loads	446-457
Cusson, Daniel / Paultre, Patrick	Stress-Strain Model for Confined High-Strength Concrete	468-477

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IssueID
14433
Publié(e) le:
02.12.2018
Modifié(e) le:
02.12.2018

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