Effects of stiffness reduction on seismic capacity of buildings
[摘要] Results obtained by analysis of two typical structures are presented. The value of shear stiffness, or stiffness to bending of structural elements (beams or walls), was varied during this analysis. The following question was answered: why did European Sta
[发布日期] [发布机构]
[效力级别] [学科分类] 建筑学
[关键词] reduced stiffness;load combination;response spectra;limit state of serviceability;nonlinearity [时效性]
