Bidirectional GFRP-Composite Connections between Precast Concrete Wall Panels under Simulated Seismic Load-Reference-Cited by-同舟云学术

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Bidirectional GFRP-Composite Connections between Precast Concrete Wall Panels under Simulated Seismic Load

Published:2018-08 Issue:4 Volume:22 Page:04018014
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Nye Trevor K.¹,Pantelides Chris P.²,Alkhradji Tarek³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112 (corresponding author).

3. Vice President, Structural Technologies, 10150 Old Columbia Rd., Columbia, MD 21046.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000848

Reference12 articles.

1. Behavior of Welded Plate Connections in Precast Concrete Panels Under Simulated Seismic Loads

2. Monotonic and cyclic behaviour of isolated FRP anchors loaded in shear

3. CFRP Composite Connector for Concrete Members

4. Nye T. K. 2017. “GFRP composite connection between concrete wall panels under cyclic shear.” M.S. thesis Univ. of Utah.

5. Design of CFRP Composite Connector for Precast Concrete Elements

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic repair of deficient and code compliant bridge wall piers;Engineering Structures;2021-04

2. Experimental study on seismic performance of L‐shaped partly precast reinforced concrete shear wall with cast‐in‐situ boundary elements;The Structural Design of Tall and Special Buildings;2019-02-12

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