Abstract:
本文对框架节点核心区混凝土斜压杆的等效宽度、GBJ10-89中框架节点的抗震设计方法及钢纤维对框架节点极限抗剪承载力的作用进行了一些讨论,指出相关文献中存在的不足。
Keyword:
Reprint 's Address:
Email:
Source :
Year: 2000
Language: Chinese
Cited Count:
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 0
Affiliated Colleges: