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author:

韦建刚 (韦建刚.) [1] | 陈宝春 (陈宝春.) [2] (Scholars:陈宝春) | 彭桂瀚 (彭桂瀚.) [3] (Scholars:彭桂瀚)

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Abstract:

各国规范中对钢管混凝土构件截面刚度的定义存在着差异,钢管混凝土截面刚度的取值对钢管混凝土拱内力、变形和稳定计算均有影响.本文以1座实桥的实测资料为基础,对现有钢管混凝土截面刚度的不同算法进行了比较分析,得出了一些有益的结论,可供工程实践参考.

Keyword:

刚度 钢管混凝土

Community:

  • [ 1 ] [韦建刚]福州大学
  • [ 2 ] [陈宝春]福州大学
  • [ 3 ] [彭桂瀚]福州大学

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Source :

公路交通科技

ISSN: 1002-0268

CN: 11-2279/U

Year: 2004

Issue: 11

Volume: 21

Page: 47-51

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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