Assessment of Effects of Reductions of Lateral Stiffness along Height on Buildings Modeled as Elastic Cantilever Shear Beams-Reference-Cited by-同舟云学术

Assessment of Effects of Reductions of Lateral Stiffness along Height on Buildings Modeled as Elastic Cantilever Shear Beams

Published:2016-12-08 Issue:4 Volume:22 Page:553-568
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Alonso-Rodríguez Andrés¹^ORCID,Miranda Eduardo²

Affiliation:

1. Faculty of Civil Engineering, Universidad la Gran Colombia, Bogotá, Colombia

2. Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, USA

Publisher

Informa UK Limited

Subject

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

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2016.1244132

Reference35 articles.

1. Ayre, R. [1956] “Method for calculating the response of ‘shear’ buildings,” Proc. of the First Word Conference on Earthquake Engineering, Berkeley, California.

2. Bielak, J. [1969] “Base moment for a class of linear systems,” Journal of the Structural Vision, ASCE 95, 1053–1062.

Cited by 6 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. Accurate Estimation of Inter-Story Drift Ratio in Multistory Framed Buildings Using a Novel Continuous Beam Model;Applied Sciences;2023-07-03

2. Development of a New Response Spectrum Analysis Approach for Determining Elastic Shear Demands on Shear-Dominated Steel Building Frames;Buildings;2023-01-16

3. Response spectral damping modification factors for structures built on soft soils;Soil Dynamics and Earthquake Engineering;2022-03

4. Insights into damping ratios in buildings;Earthquake Engineering & Structural Dynamics;2020-11-04

5. Estimation of seismic demand in tall buildings using mode-acceleration method;Asian Journal of Civil Engineering;2019-06-13