Experimental Study on Seismic Performance of Precast Concrete Shear Walls with Hybrid Connections-Reference-Cited by-同舟云学术

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Experimental Study on Seismic Performance of Precast Concrete Shear Walls with Hybrid Connections

Published:2023-01-09 Issue:15 Volume:27 Page:4237-4259
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Li Zhijie¹²,Xu Yongkang¹³

Affiliation:

1. College of Civil Engineering, Xinjiang University, Urumqi, China

2. Xin Jiang Key Lab of Building Structure and Earthquake Resistance, Xinjiang University, Urumqi, China

3. Department of Green Engineering, First Design and Research Institute MI China Co. Ltd., Hefei, China

Funder

Natural Science Foundation of Xinjiang

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2162633

Reference35 articles.

1. Seismic Column-to-Footing Connections Using Grouted Splice Sleeves

2. Seismic Analysis of Precast Concrete Bridge Columns Connected with Grouted Splice Sleeve Connectors

3. A Type III Grouted Seismic Connector for Precast Concrete Structures

4. Displacement based design for precast concrete frames with not-emulative connections

5. GB 50010-2010. 2015. Code for design of concrete structures. Beijing: China Architecture & Building Press.

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1. The plastic hinge length prediction of RC members by using ANN;Sādhanā;2023-06-20

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