A novel formula for plastic hinge length of reinforced concrete columns in seismic regions-Reference-Cited by-同舟云学术

A novel formula for plastic hinge length of reinforced concrete columns in seismic regions

Published:2022-12-23 Issue: Volume: Page:1-16
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wei Wang¹,Shao Changjiang¹²,Huang Hui¹,Zhuang Weilin¹²

Affiliation:

1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, China

2. National Engineering Research Center of Geological Disaster Prevention Technology in Land Transportation, Chengdu, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2147199

Reference40 articles.

1. AASHTO. (2014). AASHTO LRFD bridge design specifications. Washington, DC: American Association of State Highway and Transportation Officials.

2. Alemdar, Z. F. (2010). Plastic hinging behavior of reinforced concrete bridge columns [Doctoral dissertation, University of Kansas]. University of Kansas Theses and Dissertations Archive.

3. Reinforcement Anchorage Slip under Monotonic Loading

4. Bayrak, O. (1999). Seismic performance of rectilinearly confined high strength concrete columns [Doctoral dissertation, University of Toronto]. University of Toronto Theses and Dissertations Archive.

5. Appendix: 105-S26 Lumped-Plasticity Models for Performance Simulation of Bridge Columns

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