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钢筋混凝土异型柱截面变形能力设计方法研究：（ Ⅱ ）极限曲率和曲率延性系数的计算
  • 所属机构名称：西安建筑科技大学
  • 会议名称：第7届全国地震会议
  • 成果类型：会议
  • 相关项目：高性能混凝土剪力墙地震破坏机理及性能设计理论研究
作者： 张伟|梁兴文|
同会议论文项目
高性能混凝土剪力墙地震破坏机理及性能设计理论研究
期刊论文 59 会议论文 26
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钢筋混凝土异型柱截面变形能力设计方法研究：（ Ⅰ ）屈服曲率的计算
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