𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Nonlinear response of composite steel-concrete bridges

✍ Scribed by A.W. Wegmuller; H.N. Amer

Publisher
Elsevier Science
Year
1977
Tongue
English
Weight
988 KB
Volume
7
Category
Article
ISSN
0045-7949

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Simplified nonlinear response simulation
Simplified nonlinear response simulation of composite steel–concrete beams and CFST columns
✍ Huiling Zhao; Sashi K. Kunnath; Yong Yuan πŸ“‚ Article πŸ“… 2010 πŸ› Elsevier Science 🌐 English βš– 659 KB

A computationally efficient macromodeling scheme to simulate the nonlinear behavior of composite structural connections consisting of steel-concrete composite beams and concrete-filled steel tubular (CFST) columns is investigated. The model proposed for composite beams, validated using four full sca

Experimental evaluation of effective wid
Experimental evaluation of effective width in steel–concrete composite beams
✍ C. Amadio; C. Fedrigo; M. Fragiacomo; L. Macorini πŸ“‚ Article πŸ“… 2004 πŸ› Elsevier Science 🌐 English βš– 597 KB

The paper deals with the evaluation of effective width for elastic and plastic analysis of steel-concrete composite beams. The study is performed through experimental tests performed at the University of Trieste on four specimens. Both cases of sagging and hogging bending moments are investigated, a

Experimental and theoretical study of st
Experimental and theoretical study of steel–concrete composite beams with openings in concrete flange
✍ J.G. Nie; C.S. Cai; H. Wu; J.S. Fan πŸ“‚ Article πŸ“… 2006 πŸ› Elsevier Science 🌐 English βš– 772 KB

Nine specimens of steel-concrete composite beams with openings in the concrete flange were tested in the present study. The main parameters considered were the size and position of the openings. Two modes of failure were observed in the tests, depending on the loading arrangement and the position of