结构工程师2016，Vol.32Issue(4)：147-153,7.
针对超限高层剪力墙中震拉应力问题的工程实践
Engineering Method for Tensile Stress Problems under Precautionary Seismic Intensity in Shear Walls of Tall Buildings Beyond Code-specification
杨东全 1朱嘉 1张宏斌 1赵联桢1
作者信息
- 1. 海南大学土木建筑工程学院,海口570228
- 折叠
摘要
关键词
超限高层/剪力墙/中震不屈服设计/墙肢平均拉应力/墙肢受剪承载力Key words
tall buildings beyond code-specification/shear wall/unyielding design for seismic precautionary intensity/average tensile stress in shear wall/shear resistance for shear wall引用本文复制引用
杨东全,朱嘉,张宏斌,赵联桢..针对超限高层剪力墙中震拉应力问题的工程实践[J].结构工程师,2016,32(4):147-153,7.
