Results 121 to 130 of about 897 (185)

Development and justification of technical solutions for the design of a long-base flat car for the transportation of high-capacity containers. [PDF]

Sci Rep
Rahimov R, Zafarov D, Khurmatov Y.
europepmc   +1 more source

The design of plate-girders with appendices on 'columns and struts,' 'economic columns' and 'web stresses in plate girders'.

, 1908
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Porosity Effects on the Composite Girder by Rheological Dynamics and FEM. [PDF]

Materials (Basel)
Mrđa Bošnjak N, Milašinović DD, Goleš D, Gučević J, Čeh A.   +4 more
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Numerical investigation of seismic behavior in segmental assembled continuous beam bridges under near-fault ground motions. [PDF]

Sci Prog
Zhou Q, Zhou H, Xu H, Kang A, Zhang Q.
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Study on unseating prevention for multi-union long simply supported girder bridges under near-fault ground motions. [PDF]

Heliyon
Li LS, Hui YX, Wang J, Zhang YJ.
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Parametric Study of Girders with Sinusoidal Corrugated Web. [PDF]

Materials (Basel)
Śledziewski K, Górecki M, Gajewski J, Rogala M.   +3 more
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Experimental data of structural tests on non-continuously stiffened steel panels subjected to uniform compression. [PDF]

Data Brief
Lukas I, Timmers R, Ropele M, Lang R.
europepmc   +1 more source

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Optimization of plate girders

Steel Construction, 2014
AbstractThe costs of the self‐weight of a structure have never been a real issue in the design of steel girders, since the material costs of a structural element are mainly determined by labour costs. The booming economies of China and India cause a continuously increasing demand for steel.
Roland Abspoel, Frans Bijlaard
openaire   +1 more source

Web buckling of tapered plate girders

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2000
When hot rolled beams (cross-section I and H) show insufficient strength or are not economic for design purposes, plate girders are usually designed, in most cases by welding several plates together. More efficient structural elements can often be achieved by designing these plate girders as tapered plate girders.
E MIRAMBELL, A V ZARATE
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