Numerical Modeling and Shake Table Test for Seismic Response Evaluation of an Auxiliary Building in NPP with Reinforced Concrete Shear Wall-Reference-Cited by-同舟云学术

Numerical Modeling and Shake Table Test for Seismic Response Evaluation of an Auxiliary Building in NPP with Reinforced Concrete Shear Wall

Published:2022-03-15 Issue:9 Volume:208 Page:1453-1470
ISSN:0029-5450
Container-title:Nuclear Technology
language:en
Short-container-title:Nuclear Technology

Author:

Rahman Md Motiur¹,Nahar Tahmina Tasnim²,Kim Dookie³,Park Dae-Wook¹

Affiliation:

1. Kunsan National University, Department of Civil and Environmental Engineering, Gunsan-si, Jeollabuk-do, Korea

2. Pabna University of Science and Technology, Department of Civil Engineering, Pabna 6600, Bangladesh

3. Kongju National University, Department of Civil and Environmental Engineering, Cheonan-si, Chungcheongnam-do, Korea

Funder

National Research Foundation of Korea

Publisher

Informa UK Limited

Subject

Condensed Matter Physics,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Link

https://www.tandfonline.com/doi/pdf/10.1080/00295450.2022.2033597

Reference39 articles.

1. “Final Safety Evaluation Report: Related to the Combined Licenses for Vogtle Electric Generating Plant, Units 3 and 4,” NUREG-2124, p. 441, U.S. Nuclear Regulatory Commission (2012).

2. Three-dimensional beam-truss model for reinforced concrete walls and slabs - part 1: modeling approach, validation, and parametric study for individual reinforced concrete walls

3. Simulation of the shaking table test of a seven-story shear wall building

4. A shake table test study of reinforced concrete shear wall model structures exhibiting strong non-linear behaviors

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