[1]梁书亭,丁大钧,蒋永生.钢筋混凝土框架抗震自控和设计方法研究[J].东南大学学报(自然科学版),1994,24(3):89-93.[doi:10.3969/j.issn.1001-0505.1994.03.015]
 Llang Shuting,Ding,Dajun,et al.Seismic Self-Control and Design Method Studies of Reinforced Concrete Frame Structure[J].Journal of Southeast University (Natural Science Edition),1994,24(3):89-93.[doi:10.3969/j.issn.1001-0505.1994.03.015]
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钢筋混凝土框架抗震自控和设计方法研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
24
期数:
1994年第3期
页码:
89-93
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Seismic Self-Control and Design Method Studies of Reinforced Concrete Frame Structure
作者:
梁书亭丁大钧蒋永生
东南大学土木工程系
Author(s):
Llang Shuting;Ding Dajun;Jiang YongSheng
Department of Civil Engineering,Southcast University,Nanjing 210018
关键词:
钢筋混凝土 框架 抗震 自控 塑性铰 设计
分类号:
TU375.404
DOI:
10.3969/j.issn.1001-0505.1994.03.015
摘要:
通过理论分析和试验研究,证实了本文提出的钢筋混凝土自控柜架具有良好的抗震性能,探讨了影响自控框架抗震性能的主要因素,给出了有关计算公式,提出了钢筋混凝土框架实现抗震自控的设计方法.

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备注/Memo

备注/Memo:
国家教委高等学校博士学科点专项科研基金,自然科学基金
更新日期/Last Update: 2013-04-19