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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Journal of Structural Engineering (ASCE) - v. 120, n. 11 (November 1994)

Erschienen:	November 1994

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Sherbourne, Archibald N. / Bahaari, Mohammed R.	3D Simulation of End‐Plate Bolted Connections	3122-3136
Fu, C. C. / Hsu, Yao T.	Bridge Diaphragm Elements with Partial Warping Restraint	3388-3395
Abendroth, Robert E.	Deformations in Composite Prestressed Concrete Bridge Deck Panels	3223-3242
Singh, Y. / Nagpal, A. K.	Negative Shear Lag in Framed‐Tube Buildings	3105-3121
Azizinamini, A. / Boothby, T. E. / Shekar, Y. / Barnhill, G.	Old Concrete Slab Bridges. I: Experimental Investigation	3284-3304
Azizinamini, A. / Shekar, Y. / Boothby, T. E. / Barnhill, G.	Old Concrete Slab Bridges. II: Analysis	3305-3319
Banan, M. R. / Hjelmstad, K. D.	Parameter Estimation of Structures from Static Response. I. Computational Aspects	3243-3258
Banan, M. R. / Hjelmstad, K. D.	Parameter Estimation of Structures from Static Response. II: Numerical Simulation Studies	3259-3283
Ronagh, Hamid Reza / Bradford, Mark Andrew	Parameters Affecting Distortional Buckling of Tapered Steel Members	3137-3155
Al‐Harthy, Ali S. / Frangopol, Dan M.	Reliability‐Based Design of Prestressed Concrete Beams	3156-3177
Matteo, John / Deodatis, George / Billington, David P.	Safety Analysis of Suspension-Bridge Cables: Williamsburg Bridge	3197-3211
Bazzurro, Paolo / Cornell, C. Allin	Seismic Hazard Analysis of Nonlinear Structures. I: Methodology	3320-3344
Bazzurro, Paolo / Cornell, C. Allin	Seismic Hazard Analysis of Nonlinear Structures. II: Applications	3345-3365
Aristizabal‐Ochoa, J. Dario	Stability of Columns under Uniform Axial Load with Semirigid Connections	3212-3222
Mau, S. T. / Aruna, V.	Story‐Drift, Shear, and OTM Estimation from Building Seismic Records	3366-3385
Restrepo‐Posada, J. I. / Dodd, L. L. / Park, R. / Cooke, N.	Variables Affecting Cyclic Behavior of Reinforcing Steel	3178-3196

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IssueID
65
Veröffentlicht am:
30.09.2018
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26.07.2019

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