Inelastic Seismic Response of Concrete Frame Structures Reinforced with High Strength Steel Bars Under Bi-directional Earthquake Inputs

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Inelastic Seismic Response of Concrete Frame Structures Reinforced with High Strength Steel Bars Under Bi-directional Earthquake Inputs

HYDRAULIC & CIVIL ENGINEERING | 更新时间：2024-01-10

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- Inelastic Seismic Response of Concrete Frame Structures Reinforced with High Strength Steel Bars Under Bi-directional Earthquake Inputs
- Advanced Engineering Sciences Vol. 54, Issue 6, Pages: 212-221(2022)
- 作者机构：
  
  1.华南理工大学土木与交通学院，广东广州 510640
  2.福建省送变电工程有限公司，福建福州 350013
- 作者简介：
- 基金信息：
- DOI：10.15961/j.jsuese.202100778
  CLC： TU973.31；TU375
- Published：20 November 2022，
  
  Published Online：5 September 2022，
  
  Received：9 August 2021，
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韦锋,张思帆,张伟,等.双向地震输入下配高强钢筋的框架结构非弹性地震反应[J].工程科学与技术,2022,54(6):212–221

Wei Feng,Zhang Sifan,Zhang Wei,et al.Inelastic seismic response of concrete frame structures reinforced with high strength steel bars under bi-directional earthquake inputs[J].Advanced Engineering Sciences,2022,54(6):212–221
韦锋,张思帆,张伟,等.双向地震输入下配高强钢筋的框架结构非弹性地震反应[J].工程科学与技术,2022,54(6):212–221 DOI： 10.15961/j.jsuese.202100778.

Wei Feng,Zhang Sifan,Zhang Wei,et al.Inelastic seismic response of concrete frame structures reinforced with high strength steel bars under bi-directional earthquake inputs[J].Advanced Engineering Sciences,2022,54(6):212–221 DOI： 10.15961/j.jsuese.202100778.

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