Load History Effect on Cyclic Behavior of Reinforced Concrete Tied Columns-Reference-Cited by-同舟云学术

Load History Effect on Cyclic Behavior of Reinforced Concrete Tied Columns

Published:2004-10 Issue:10 Volume:130 Page:1629-1633
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lukkunaprasit Panitan¹,Thepmangkorn Jatupon²

Affiliation:

1. Professor, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand. E-mail: lpanitan@chula.ac.th

2. Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand; formerly, Graduate Student.

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%290733-9445%282004%29130%3A10%281629%29

Reference11 articles.

1. American Concrete Institute (ACI). ( 1999). “Building code requirements for structural concrete.” ACI 318-99 and “Commentary.” ACI 318R-99 Farmington Hills Mich.

2. Energy Dissipation in RC Beams Under Cyclic Load

3. Shear requirements for load reversals on RC members;Gosain N. K.;J. Struct. Div. ASCE,1977

4. R/C Member Cyclic Response During Various Loadings

5. Seismic Behavior of RC Columns with Various Tie Configurations

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of Configuration and Yield Strength of Transverse Reinforcement on Lateral Confinement of RC Columns;Applied Sciences;2021-07-21

2. Study on Quasi-Static Loading Protocols considering the Action Characteristics of Long-Period Ground Motions;Mathematical Problems in Engineering;2021-02-05

3. Experimental investigation of damage behavior of RC frame members including non-seismically designed columns;Earthquake Engineering and Engineering Vibration;2009-06

4. Identification of critical ground motions for seismic performance assessment of structures;Earthquake Engineering & Structural Dynamics;2006