Axial–Shear–Flexure Interaction Behavior of Joints in Precast Concrete Segmental Bridge Columns-Reference-Cited by-同舟云学术

Axial–Shear–Flexure Interaction Behavior of Joints in Precast Concrete Segmental Bridge Columns

Published:2018-10 Issue:10 Volume:23 Page:04018071
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Guoping¹,Hu Hao²^ORCID,Zhao Songhua³

Affiliation:

1. Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). ORCID: .

3. Engineer, Shanghai Municipal Engineering Design Institute Co. Ltd., 901 North Zhongshan Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001276

Reference18 articles.

1. Cyclic loading experiment of precast columns of railway rigid-frame viaduct installed with NMB splice sleeves;Aida H.;Proc. Japan Concr. Inst.,2005

2. Seismic column-to-footing connections using grouted splice sleeves;Ameli M. J.;Struct. J.,2016

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

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