Insights on Higher-Mode Effects in High-Rise Buildings with Flexible Base Rotational and Translational Restraints: A Theoretical Study Using a Continuum Beam Analogy-Reference-Cited by-同舟云学术

Insights on Higher-Mode Effects in High-Rise Buildings with Flexible Base Rotational and Translational Restraints: A Theoretical Study Using a Continuum Beam Analogy

Published:2021-12-20 Issue: Volume: Page:1-26
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Tong Fei¹,Christopoulos Constantin²

Affiliation:

1. School of Engineering, University of Northern British Columbia, Prince George, Canada

2. Department of Civil & Mineral Engineering, University of Toronto, Toronto, Canada

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.2001394

Reference49 articles.

1. Natural frequencies of cantilever blades with resilient roots

2. Amaris Mesa, A. D. 2002. Dynamic amplification of seismic moments and shear forces in cantilever walls. Master diss., European School of Advanced Studies in Reduction of Seismic Risk, Rose School.

3. American Society of Civil Engineers. 2016. ASCE/SEI 7 minimum design loads for buildings and other structures. ASCE 7-16, Reston, VA, American Society of Civil Engineers.

4. Application of Isolation to High-Rise Buildings: A Japanese Design Case Study through a U.S. Design Code Lens

5. Analytical And Experimental Methods in Engineering Seismology

Cited by 10 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. Correlation between seismic performance levels and damage index for regular RC frame buildings designed using the unified performance-based design method;Journal of Building Engineering;2024-11

2. Seismic Performance of Fully Modular High-Rise Buildings with Superelastic Tendon Restrained Rocking;Journal of Structural Engineering;2024-09

3. Model updating of a shear‐wall tall building using various vibration monitoring data: Accuracy and robustness;The Structural Design of Tall and Special Buildings;2024-04-24

4. A Method for Determination of Moment Contribution Ratio under Foundation Rotation in Shear Wall-Frame Systems;Buildings;2024-02-07

5. Simplified Method for the Preliminary Design of Shear-Controlling Rocking-Isolation Podium Systems for Tall Buildings;Journal of Structural Engineering;2023-11