Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test-Reference-Cited by-同舟云学术

Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test

Published:2021-08 Issue:8 Volume:26 Page:04021055
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Qu Hongya¹,Fu Jixing²,Li Tiantian³,Wu Chengjun⁴,Sun Xianfeng⁵,Wei Hongyi⁶,Wang Zhiqiang⁷

Affiliation:

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

2. Engineer, Shanghai Municipal Transportation Design Institute Co., Ltd., 106 East Nandan Rd., Shanghai 200030, China.

3. Post-Doctoral Fellow, Shanghai Typhoon Institute of China Meteorological Administration, 166 Puxi Rd., Shanghai 200030, China.

4. Ph.D. Student, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

5. Engineer, Guizhou Transportation Planning Survey & Design Academe Co., Ltd., 100 Yangguan Avenue, Guiyang 550081, China.

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

7. Associate Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

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.1943-5592.0001748

Reference17 articles.

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

2. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction

3. Bouc, R. 1967. “Forced vibrations of mechanical systems with hysteresis.” In Proc., Fourth Conference on Nonlinear Oscillations. Prague, Czechoslovakia: Academia.

4. Seismic Performance of Precast Columns with Mechanically Spliced Column-Footing Connections

5. Behavior and simplified modeling of mechanical reinforcing bar splices;Haber Z. B.;ACI Struct. J.,2015

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