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[期刊论文] 作者:Huo Bingyong,Yi Weijian,,
来源:Engineering Sciences 年份:2014
The paper presents the theoretical analysis of a variable stiffness beam. The bending stiffness EI varies continuously along the length of the beam. Dynamic equ...
Uncertainty analysis of strain modal parameters by Bayesian method using frequency response function
[期刊论文] 作者:Xu Li,Yi Weijian,Zhihua Yi,
来源:黑龙江科技信息 年份:2007
本文通过对荣华二采区10...
Field measurements for calibration of simplified models of the stiffening effect of infill masonry w
[期刊论文] 作者:Zhou Yun,Pei Yilin,Zhou Yi,Hyeon-Jong Hwang,Yi Weijian,
来源:地震工程与工程振动(英文版) 年份:2020
As a type of nonstructural component,infill walls play a significant role in the seismic behavior of high-rise buildings.However,the stiff ness of the infill wa...
[会议论文] 作者:Lv Yanmei,吕艳梅,Yi Weijian,易伟建,
来源:中国建筑学会建筑结构分会2012年年会 年份:2012
收集了702根集中荷载作用下钢筋混凝土梁的试验数据,其中无腹筋梁343根,有腹筋梁359根。对试验数据进行非线性多系数回归分析,得到了基于试验数据统计分析的梁受剪承载力回归公式。该回归公式考虑了混凝土强度、剪跨比、纵筋配筋率、尺寸效应对梁受剪承载力的影响,......
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