The effect of ground motion vertical component on the seismic response of historical masonry buildings: The case study of the Banloc Castle in Romania

Author:

Chieffo Nicola,Mosoarca Marius,Formisano Antonio,Lourenço Paulo B.,Milani Gabriele

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference76 articles.

1. Indirli M, Kouris LAS, A. Formisano A, Borg RP, Mazzolani, FM. Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: The case study of the historical centers of L’Aquila and Castelvecchio Subequo. International Journal of Architectural Heritage. 7 (2013); 7(5):536–578.

2. Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy);Chieffo;J Build Eng,2019

3. Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques;Maio;Bull Earthq Eng,2015

4. Milutinovic ZV, Trendafiloski GS. WP4:Vulnerability of current buildings. Risk-UE project Handbook, European Comission. (2003); No. of pages 110 (Figs. 18, Tables 48, Appendices 2).

5. Mesoscopic study on historic masonry;Šejnoha;Struct Eng Mech,2008

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