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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Engineering Structures - v. 5, n. 1 (janvier 1983)

Publié:	janvier 1983

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Khan, Fazlur R.	100 Storey John Hancock center, Chicago: A case study of the design process	10-14
Clyde, Douglas H.	Basic models for torsion of structural concrete: extension to multiple box sections	67-72
Han, D. J. / Chen, W. F.	Behaviour of portal and strut types of beam columns	87
Han, D. J. / Chen, W. F.	Behaviour of portal and strut types of beam-columns	15-25
Wakabayashi, Minoru / Nakamura, Takeshi	Buckling of laterally braced beams	87
Paulay, Thomas	Deterministic seismic design procedures for reinforced concrete buildings	79-86
Kawai, Tadahiko / Toi, Yutaka	A discrete method of limit analysis and its application to plastic stability problems of structural members	38-44
Fisher, John W. / Miki, Chitoshi / Slutter, Roger G. / Mertz, Denis R. / Frank, William	Fatigue strength of steel pipe-base plate connections	87
Maeda, Yukio / Okura, Ichiro	Influence of initial deflection of plate girder webs on fatigue crack initiation	58-66
Haaijer, G. / Schilling, C. G. / Carskaddan, P. S.	Limit-state criteria for load-factor design of steel bridges	26-30
Seible, Frieder / Scordelis, Alex C.	Nonlinear analysis of multi-cell reinforced concrete box girder bridges	45-57
Popov, Egor P.	Recent research on eccentrically braced frames	3-9
Galambos, T. V.	Reliability of axially loaded columns	73-78
Ackroyd, Michael H. / Gerstle, Kurt H.	Strength of flexibly connected steel frames	31-37
Winter, George	To Professor Dr. Bruno Thürlimann on his 60th birthday	2
Ueda, Yukio / Yao, Tetsuya	Ultimate strength of compressed stiffened plates and minimum stiffness ratio of their stiffeners	87
Knoll, Franz	Upgrading seismic resistance of buildings for moderate earthquake risk	87

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IssueID
16263
Publié(e) le:
06.12.2018
Modifié(e) le:
06.12.2018

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