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15 de feb. de 2019 · The main difference between a CBGB-CSW and a CBGB-CSWT is that in the former structure, a concrete bottom slab is adopted instead of two bottom steel tubes connected with trusses. In this research, the characteristics of the shear-lag effect in these two kinds of structures are compared based on finite element simulation.
15 de feb. de 2019 · The composite box girder bridge with corrugated steel webs and trusses is a recently proposed enhanced composite box girder bridge structure. The shear-lag effect of this kind of...
Download scientific diagram | Finite element model of a CBGB-CSWT: (a) whole model; (b) model with hidden concrete slab. from publication: The shear-lag effect of composite box girder bridges...
CBGB fue un club emblemático del punk rock y la new wave, ubicado en Nueva York, Estados Unidos, en el 315 de Bowery entre la 1.ª y 2.ª Calle en el Lower East Side de Manhattan. Abierto en 1973 por Hilly Kristal donde anteriormente funcionó un bar de moteros y después un antro. [1]
Download scientific diagram | Schematical diaphragm of a composite box girder bridge with corrugated steel web and trusses (CBGB-CSWT). from publication: The shear-lag effect of composite box...
considered in design has a great influence on the safety of a CBGB-CSWT. Therefore, the shear-lag effect of this new kind of composite structureisworthbeingstudied. The idea of a CBGB-CSWT mainly originates from traditional Composite Box Girder Bridges with Corrugated Steel Webs (CBGB-CSWs), including the ones with a concrete bottom slab or a ...
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