Inelastic Spectra to Predict Constant-Damage Energy Factor of Structures Under Near-Fault Pulse-Type Ground Motions-Reference-Cited by-同舟云学术

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Inelastic Spectra to Predict Constant-Damage Energy Factor of Structures Under Near-Fault Pulse-Type Ground Motions

Published:2024-07-25 Issue: Volume: Page:1-21
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Liu Bali¹,Hu Jinjun²^ORCID,Xie Lili²,Zhai Changhai³

Affiliation:

1. School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, China

2. Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China

3. Key Laboratory of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2383784

Reference63 articles.

1. ACI-ASCE Committee550. 2013. Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI374.1 (ACI 550.3-13) and Commentary. Farmington Hills, MI: ACI Standard.

2. Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis

3. Forward directivity near-fault and far-fault ground motion effects on the behavior of reinforced concrete wall tall buildings with one and more plastic hinges

4. Modification of Ductility Reduction Factor for Strength Eccentric Structures Subjected to Pulse-Like Ground Motions

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