Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams

Author:

Alonso-Rodríguez AndrésORCID,Miranda Eduardo

Publisher

Springer Science and Business Media LLC

Subject

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

Reference35 articles.

1. Alimoradi A, Miranda E, Taghavi S, Naeim F (2006) Evolutionary modal identification utilizing coupled shear-flexural response-implications for multistory buildings. Struct Des Tall Spec Build 15:51–65

2. Alonso A, Miranda E (2014) Seismic response of buildings with non-uniform stiffness modeled as cantilevered shear beams. In: Proceedings of the 10th US National conference on earthquake engineering. N. 1212 Anchorage

3. Ayre R (1956) Methods for calculating the response of ‘shear’ buildings. In: Proceedings of the first world conference on earthquake engineering, vol 13. Berkely, pp 1–24

4. Bielak J (1969) Base moment for a class of linear systems. J Struct Div ASCE 95(5):1053–1062

5. Biot M (1933) Theory of elastic systems vibrating under transient impulse with an application to earthquake proof buildings. Proced Natl Acad Sci USA 19(2):262–268

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3