Real-time Structural Stability of Domes through Limit Analysis: Application to St. Peter’s Dome-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Real-time Structural Stability of Domes through Limit Analysis: Application to St. Peter’s Dome

Published:2021-10-24 Issue: Volume: Page:1-23
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Funari Marco Francesco¹,Silva Luis Carlos²,Mousavian Elham³,Lourenço Paulo B.¹

Affiliation:

1. Department of Civil Engineering, University of Minho, Isise, Guimarães, Portugal

2. Department of Civil Engineering, Lusófona University, Isise, Lisbon, Portugal

3. Department of Structures for Engineering and Architecture, Department of Civil Engineering, University of Naples Federico Ii, Naples, Italy

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2021.1992539

Reference78 articles.

1. Studying the dome of Pisa cathedral via a modern reinterpretation of Durand-Claye’s method

2. 3D limit analysis of masonry pavilion domes on octagonal drum subjected to vertical loads

3. A simplified assessment of the dome and drum of the Basilica of S. Maria Assunta in Carignano in Genoa

4. Baldrati, B. 2009. La cupola della basilica di san pietro in vaticano. il cantiere e il sistema costruttivo.

Cited by 26 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. Mechanistic model for the compression strength prediction of masonry columns strengthened with fibre–polymer composites;Composite Structures;2024-06

2. The role of uncertainties in the seismic assessment of masonry churches affected by compound rocking failure mechanism: Macro-block limit analysis investigations;Structures;2024-05

3. Exploring the Cyclic Behaviour of URM Walls with and without Damp-Proof Course (DPC) Membranes through Discrete Element Method;Infrastructures;2024-01-06

4. Experimental investigation of the horizontal load orientation on masonry corner failure;International Journal of Masonry Research and Innovation;2024

5. A digital tool based on code indicators to assess the seismic behaviour of existing masonry structures: Application to Croatian residential buildings;Structures;2023-12

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