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International Database and Gallery of Structures

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Journal of Structural Engineering (ASCE) - v. 115, n. 5 (May 1989)

Published:	May 1989

Articles in this Issue

Author(s)	Title	Page(s)
Cheung, M. S. / Li, Wenchang	Analysis of Continuous, Haunched Box‐Girder Bridges by Finite Strips	1076-1087
Bradford, Mark A.	Buckling Strength of Partially Restrained I‐Beams	1272-1276
Sandberg, L. Bogue / Ahlborn, Theresa M.	Combined Stress Behavior of Structural Glazing Joints	1212-1224
Prasada Rao, A. S. / Jayaraman, R.	Creep and Shrinkage Analysis of Partially Prestressed Concrete Members	1169-1189
Astaneh, Abolhassan / Nader, Marwan N. / Malik, Lincoln	Cyclic Behavior of Double Angle Connections	1101-1118
Duan, Lian / Chen, Wai‐Fah	Design Interaction Equation for Steel Beam‐Columns	1225-1243
Rotter, J. Michael / Teng, Jin‐Guang	Elastic Stability of Cylindrical Shells with Weld Depressions	1244-1263
Williams, Frederic W. / Aston, Gary	Exact or Lower Bound Tapered Column Buckling Loads	1088-1100
Korol, Robert M. / Mitri, Hani S. / Mirza, Farooque A.	Finite Element Model for RHS Double Chord K‐Joints	1038-1053
Wen, Robert K. / Lee, Chung M. / Alhamad, Abdulaziz	Incremental Resistance and Deformations of Elastoplastic Beams	1267-1271
Frangopol, Dan M. / Klisinski, Marek	Material Behavior and Optimum Design of Structural Systems	1054-1075
Der Kiureghian, Armen	Measures of Structural Safety Under Imperfect States of Knowledge	1119-1140
Hanaor, Ariel / Marsh, Cedric / Parke, Gerard A. R.	Modification of Behavior of Double‐Layer Grids: Overview	1021-1037
Nicholls, Robert / Karbhari, Vistasp	Nondestructive Load Predictions of Concrete Shell Buckling	1191-1211
Samra, Raed M.	Predicting Deflections of Reinforced Concrete Beams Analytically	1158-1168
Folse, Michael D.	Reliability Analysis for Laterally Loaded Piling	1011-1020
Harmon, Thomas G. / Zhangyuan, Ni	Shear Strength of Reinforced Concrete Plates and Shells Determined by Finite Element Analysis Using Layered Elements	1141-1157

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Published on:
06/12/2018
Last updated on:
26/07/2019

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