Dynamical assessment of the performance factor “Q” for the masonry wall under the out of plane seismic action-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Dynamical assessment of the performance factor “Q” for the masonry wall under the out of plane seismic action

Published:2023 Issue: Volume:44 Page:1356-1363
ISSN:2452-3216
Container-title:Procedia Structural Integrity
language:en
Short-container-title:Procedia Structural Integrity

Author:

Coccia Simona,Como Mario

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference11 articles.

1. Estimates of the ground accelerations at Point Reyes Station during the 1906 San Francisco earthquake;Anooshehpoor;Bulletin of the Seismological Society of America,1999

2. The Slender Rigid Block: Archetype for the Seismic Analysis of Masonry Structures;Coccia;Journal of Earthquake Engineering,2022

3. Closed-form rocking overturning conditions for a family of pulse ground motions;Dimitrakopoulos;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences,2016

4. Overturning of retrofitted rocking structures under pulse-type excitations;Dimitrakopoulos;Mechanics,2012

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