您当前的位置：
首页 >
文章列表页 >
Development of equivalent damping ratio model of reinforced concrete framed structures for displacement based seismic design
更新时间：2023-11-25

    • Development of equivalent damping ratio model of reinforced concrete framed structures for displacement based seismic design

    • Journal of Civil and Environmental Engineering   Vol. 41, Issue 5, Pages: 82-91(2019)

    • DOI：10.11835/j.issn.2096-6717.2019.098    

      CLC：

    • Received：02 November 2018，

      Published：2019-10

    移动端阅览

  • Lulu Yan, Zhibin Feng, Jinxin Gong. Development of equivalent damping ratio model of reinforced concrete framed structures for displacement based seismic design[J]. Journal of Civil and Environmental Engineering, 2019, 41(5): 82-91. DOI： 10.11835/j.issn.2096-6717.2019.098.

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

5

下载量

1

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Analytical method for calculating non-uniform reinforcement of concrete ring section
Creep behavior of glass fiber reinforced polymer tube filled with reinforced hollow concrete columns on axial compression
Bond performance of concrete-steel rebar under different cooling ways after high temperature
Experimental study on topology optimization design method for simply supported reinforced concrete deep beams
Bearing capacity degradation of reinforced concrete circular members at coastal atmosphere zone

Related Author

Donghua ZHOU
Bin LI
Ni ZHANG
Chenyang ZHENG
Lina XIAN
Lianguang WANG
Yumei Wang
Ying Huang

Related Institution

School of Civil Engineering, Ministry of Education, Chongqing University
Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University
0