Various FRP-Bracing Configurations for Multistory Buildings under Seismic Loading: Conceptual Modeling and Comparative Assessment-Reference-Cited by-同舟云学术

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Various FRP-Bracing Configurations for Multistory Buildings under Seismic Loading: Conceptual Modeling and Comparative Assessment

Published:2017-06 Issue:3 Volume:21 Page:04016105
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hessek Christopher J.¹,Kim Yail J.²,Ji Yongcheng³

Affiliation:

1. Senior Project Engineer, S.A. Miro, Inc., 582 S Ulster St. #750, Denver, CO 80237.

2. Professor, Dept. of Civil Engineering, Univ. of Colorado Denver, Denver, CO 80217 (corresponding author).

3. Ph.D. Student, Dept. of Civil Engineering, Univ. of Colorado Denver, Denver, CO 80217.

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.1943-5614.0000761

Reference29 articles.

1. ACI (American Concrete Institute). (2007). “Report on fiber-reinforced polymer (FRP) reinforcement for concrete structures.” ACI 440.R-07 Farmington Hills MI.

2. AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

3. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

4. ASCE. (2013). “Seismic rehabilitation of existing buildings.” ASCE 41-13 Reston VA.

5. Seismic FRP retrofit of circular single-column bents using a ductility wrap envelope to alter failure modes

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