The Earthquake Engineering Online Archive NISEE e-Library
Identifier: Text-S19013
Title: Design of steel beam-columns in the United States
Creator(s): Chen, Wai F.
Identifier: Text-S19015
Title: On the validity of Wagner hypothesis
Creator(s): Goto, Yoshiaki; Chen, Wai F.
Identifier: Text-S19034
Title: Design criteria for end-restrained columns
Creator(s): Bjorhovde, Reidar; Chen, Wai F.
Identifier: Text-S19155
Title: Moment-rotation relationship of semi-rigid steel beam-to-column connections
Creator(s): Wu, Fu H.; Chen, Wai F.
Identifier: Text-S19156
Title: Upper bound limit analysis of the stability of a seismic-infirmed earthslope
Creator(s): Chen, Wai F.; Chan, S. W.; Koh, S. L.
Identifier: Text-S19258
Title: Inelastic post buckling behavior of tubular members
Creator(s): Sugimoto, H.; Chen, Wai F.
Identifier: Text-S19431
Title: Semi-rigid steel beam-to-column connections : data base, modeling, and applications
Creator(s): Chen, Wai F.; Kishi, Norimitsu
Identifier: Text-S19437
Title: Moment-rotation relations of semi-rigid connections
Creator(s): Kishi, Norimitsu; Chen, Wai F.
Identifier: Text-S19438
Title: Steel frame analysis with semi-rigid connections
Creator(s): Lui, Eric M.; Chen, Wai F.
Identifier: Text-S19439
Title: An elastic-plastic two-surface model for non-cohesive soils
Creator(s): McCarron, W. O.; Chen, Wai F.
Identifier: Text-S19444
Title: Effect of fast construction rate on short and long-term deflections of R.C. buildings
Creator(s): El, Sheikh M.; Chen, Wai F.
Identifier: Text-S19445
Title: Behavior and strength of telescopic steel shores
Creator(s): El, Sheikh M.; Chen, Wai F.
Identifier: Text-S19449
Title: Probability distribution of maximum shore load in R.C. buildings
Creator(s): El, Sheikh M.; Chen, Wai F.
Identifier: Text-S19450
Title: Analysis of construction loads on slabs and shores by PC
Creator(s): Liu, Xi L.; Lee, H. M.; Chen, Wai F.
Identifier: Text-S19451
Title: Applications of a plastic-fracture model to concrete structures
Creator(s): Hsieh, S. S.; Ting, E. C.; Chen, Wai F.
Identifier: Text-S19452
Title: A plastic-softening model for concrete materials
Creator(s): Ohtani, Yasuhiro; Chen, Wai F.
Identifier: Text-S19453
Title: Constitutive modeling of concrete materials : macro and micro approaches
Creator(s): Chen, Wai F.; Han, D. J.
Identifier: Text-S19455
Title: Multiple hardening plasticity for concrete materials
Creator(s): Ohtani, Yasuhiro; Chen, Wai F.
Identifier: Text-S19479
Title: Bearing capacity of shallow foundations
Creator(s): Chen, Wai F.; McCarron, W. O.
Identifier: Text-S19480
Title: Design interaction equations for cylindrical tubular beam-columns
Creator(s): Duan, Lian; Chen, Wai F.
Identifier: Text-S19481
Title: On effective length factor for columns in unbraced frames
Creator(s): Duan, Lian; Chen, Wai F.
Identifier: Text-S19492
Title: Some simple rules for shoring and reshoring of high-rise concrete buildings during construction
Creator(s): Liu, Xi L.; Lee, H. M.; Chen, Wai F.
Identifier: Text-S19504
Title: Factors affecting construction loads on supporting floors and shores
Creator(s): El, Sheikh M.; Chen, Wai F.
Identifier: Text-S19505
Title: Design interaction equations for box beam-columns
Creator(s): Duan, Lian; Chen, Wai F.
Identifier: Text-S19506
Title: Micromechanical study of post-failure behavior of concrete materials
Creator(s): Yamaguchi, Eiki; Chen, Wai F.
Identifier: Text-S19507
Title: Design interaction equations for offshore tubular members in deep water
Creator(s): Sohal, I. S.; Chen, Wai F.
Identifier: Text-S19508
Title: Layered analysis with generalized failure criterion
Creator(s): Wang, Qing Y.; Liu, Xi L.; Chen, Wai F.
Identifier: Text-S19509
Title: Effect of pressure on tubular beam-column capacity
Creator(s): Chen, Wai F.; Bubenik, Thomas A.; Sohal, I. S.
Identifier: Text-S19526
Title: Design analysis of semi-rigid frames : formulation and simplifications
Creator(s): Barakat, Munzer; Chen, Wai F.
Identifier: Text-S19915
Title: Microcrack propagation study of concrete materials under compressive loading
Creator(s): Yamaguchi, Eiki; Chen, Wai F.