Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Cap Beam Connections-Reference-Cited by-同舟云学术

Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Cap Beam Connections

Published:2016-04 Issue:4 Volume:21 Page:04015080
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mehrsoroush Ali¹,Saiidi M. Saiid²

Affiliation:

1. Post-Doctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557.

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.1943-5592.0000833

Reference16 articles.

1. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

2. Performance of Advanced Materials during Earthquake Loading Tests of a Bridge System

3. Doyle K. A. and Saiidi M. (2008). “Seismic response of telescopic pipe-pin connections.” Rep. No. CCEER-08-01 Center for Civil Engineering Earthquake Research Dept. of Civil and Environmental Engineering Univ. of Nevada Reno NV.

4. Seismic Resistance of Socket Connection between Footing and Precast Column

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