Residual Capacity of Axially Loaded Circular RC Columns after Lateral Low-Velocity Impact-Reference-Cited by-同舟云学术

Residual Capacity of Axially Loaded Circular RC Columns after Lateral Low-Velocity Impact

Published:2019-06 Issue:6 Volume:145 Page:04019039
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fan Wei¹,Liu Bin²,Consolazio Gary R.³

Affiliation:

1. Associate Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Visiting Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4 (corresponding author).

2. Ph.D. Candidate, College of Civil Eng., Hunan Univ., Changsha 410082, China.

3. Professor, Engineering School of Sustainable Infrastructure and Environment, Dept. of Civil and Coastal Engineering, Univ. of Florida, P.O. Box 116580, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002324

Reference33 articles.

1. Performance of bridge piers under vehicle collision

2. State-of-the-art review on low-velocity impact response of reinforced concrete beams

3. Experimental Investigation on Lateral Impact Response of Concrete-Filled Double-Skin Tube Columns Using Horizontal-Impact-Testing System

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