In this dissertation, the shear lag effect for large span box-section beam structure and the structural nonlinear anti-seismic capability have been theoretically and experimentally investigated.

本论文主要针对大跨度箱形截面梁结构剪力滞效应和结构非线性抗震性能进行了较深入的理论分析和一定的试验对比研究。

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Steel-concrete composite beam is a kind of flexural member composed by concrete slab and steel beam via shear connectors.

钢-混凝土组合梁是指钢梁和混凝土板通过剪力连接件连接形成整体共同工作的受弯构件。

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Shear beam model for interface failure was used for the earthquake occurring analysis considering the crucial parameters that affect this model in this paper.

用剪切梁层间失效模型来分析地震的发生并考虑关键参数的变化对模型的影响。

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