Design of beam-columns in steel frames. I: Philosophies and procedures
D.W. White, M.J. Clarke
págs. 1556-1564
Design of beam-columns in steel frames. II: Comparison of standards
D.W. White, M.J. Clarke
págs. 1565-1575
Biaxially loaded concrete-encased composite columns: Design equation
Cheng-Tzu Thoma Hsu, Pedro R. Munoz
págs. 1576-1585
Ductility of G550 sheet steels in tension
Colin A. Rogers, Gregory J. Hancock
págs. 1586-1594
Evaluation of rigidity of extended end-plate connections
N. Kishi, R. Hasan
págs. 1595-1602
Load-carrying fillet welds using dual boundary element method
S.T. Lie, C. Bian
págs. 1603-1613
Finite-element analysis of unstiffened flush end-plate bolted joints
Bishwanath Bose, Zhi Min Wang
págs. 1614-1621
págs. 1622-1630
Generalized elastic buckling of restrained I-beams by FEM
Mark Andrew Bradford, Hamid Reza Ronagh
págs. 1631-1638
Reliability of deteriorating RC slab bridges
Dimitri V. Val, Robert E. Melchers
págs. 1638-1644
Michael O'Rourke, Michael Auren
págs. 1645-1651
Design live loads for classrooms in United States and Mexico
Sonia E. Ruiz, Antonio Sampayo-Trujillo
págs. 1652-1657
Modeling structural insulated panel (SIP) flexural creep deflection
Harvey B. Manbeck, Steven B. Taylor
págs. 1658-1665
Lateral resistance of wood shear walls with large sheating panels
Helmut G.L. Prion, Frank Lam
págs. 1666-1673
Structural identification for condition assessment: Experimental arts
A. Emin Aktan, Daniel N. Farhey
págs. 1674-1684
págs. 1686-1689
Toward a unified nomenclature for reinforced concrete theory
Y. L. Mo, Thomas T.C. Hsu
págs. 1691-1693
págs. 1693-1694
págs. 1694-1695
Effective stiffness model for reinforced concrete slabs
Maria Anna Polak, A. Bensalem
págs. 1695-1696
Wind-induced fatigue loading and damage to hip and gable roof claddings
Y.L. Xu, Herbert S. Saffir
págs. 1696-1697
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