基于木材的抗震改造技术在现有木材和砖石结构上的应用:两个案例研究建筑的设计策略、建模方法和实际效益

M. Mirra, Andrea Gerardini, G. Ravenshorst, J. G. van de Kuilen
{"title":"基于木材的抗震改造技术在现有木材和砖石结构上的应用:两个案例研究建筑的设计策略、建模方法和实际效益","authors":"M. Mirra, Andrea Gerardini, G. Ravenshorst, J. G. van de Kuilen","doi":"10.5592/co/2crocee.2023.112","DOIUrl":null,"url":null,"abstract":"Reversible retrofitting techniques for protecting architectural heritage against seismic events have found increasing application in existing or historical buildings. In this framework, the use of wood-based strengthening solutions for both timber and masonry structures has shown promising results, as proved by several recent research studies. Starting from these outcomes, the present work aims at highlighting the potential of such timber-based retrofitting methods from both the academic and the professional perspective, considering two case-study buildings: a stone-masonry church from 18th century with a timber roof, and a Venetian sawmill composed of masonry and timber structural portions. In the first case-study building, the church of St. Andrew in Ceto (province of Brescia, Italy), the lack of joints among the roof timber members and the masonry walls, as well as the in-plane flexibility of the roof structure itself, made the church vulnerable to seismic actions and prone to local out-of-plane masonry collapses. The second case-study building, the sawmill of Vallaro (province of Brescia, Italy), was composed of two building units, one featuring mainly timber structural elements, the other consisting of masonry walls and a wooden roof. This second intervention was very complex, because of the different materials involved, their conservation state, and the need to transform part of the building in a museum, with increased design static and seismic loads. For both case studies, timber-based seismic retrofitting interventions were applied, consisting of the addition of new wooden members, and the use of plywood panels and cross-laminated timber elements. This work presents and discusses the adopted design and modelling strategies, as well as the practical benefits of the applied solutions. The present study can thus contribute to the promotion of timber-based techniques in the combined structural, seismic, and conservation upgrading of existing buildings belonging to the architectural heritage of seismic-prone countries.","PeriodicalId":427395,"journal":{"name":"2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE","volume":"68 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-03-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"APPLICATION OF WOOD-BASED SEISMIC RETROFITTING TECHNIQUES ON EXISTING TIMBER AND MASONRY STRUCTURES: DESIGN STRATEGIES, MODELLING APPROACHES AND PRACTICAL BENEFITS FOR TWO CASE-STUDY BUILDINGS\",\"authors\":\"M. Mirra, Andrea Gerardini, G. Ravenshorst, J. G. van de Kuilen\",\"doi\":\"10.5592/co/2crocee.2023.112\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Reversible retrofitting techniques for protecting architectural heritage against seismic events have found increasing application in existing or historical buildings. In this framework, the use of wood-based strengthening solutions for both timber and masonry structures has shown promising results, as proved by several recent research studies. Starting from these outcomes, the present work aims at highlighting the potential of such timber-based retrofitting methods from both the academic and the professional perspective, considering two case-study buildings: a stone-masonry church from 18th century with a timber roof, and a Venetian sawmill composed of masonry and timber structural portions. In the first case-study building, the church of St. Andrew in Ceto (province of Brescia, Italy), the lack of joints among the roof timber members and the masonry walls, as well as the in-plane flexibility of the roof structure itself, made the church vulnerable to seismic actions and prone to local out-of-plane masonry collapses. The second case-study building, the sawmill of Vallaro (province of Brescia, Italy), was composed of two building units, one featuring mainly timber structural elements, the other consisting of masonry walls and a wooden roof. This second intervention was very complex, because of the different materials involved, their conservation state, and the need to transform part of the building in a museum, with increased design static and seismic loads. For both case studies, timber-based seismic retrofitting interventions were applied, consisting of the addition of new wooden members, and the use of plywood panels and cross-laminated timber elements. This work presents and discusses the adopted design and modelling strategies, as well as the practical benefits of the applied solutions. The present study can thus contribute to the promotion of timber-based techniques in the combined structural, seismic, and conservation upgrading of existing buildings belonging to the architectural heritage of seismic-prone countries.\",\"PeriodicalId\":427395,\"journal\":{\"name\":\"2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE\",\"volume\":\"68 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-03-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.5592/co/2crocee.2023.112\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5592/co/2crocee.2023.112","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

保护建筑遗产免受地震影响的可逆改造技术在现有或历史建筑中得到了越来越多的应用。在这个框架内,最近的几项研究证明,对木材和砖石结构使用木材为基础的加强解决方案已显示出有希望的结果。从这些成果出发,目前的工作旨在从学术和专业的角度强调这种以木材为基础的改造方法的潜力,考虑两个案例研究建筑:一个是18世纪的木质屋顶的石砌教堂,另一个是由砖石和木结构部分组成的威尼斯锯木厂。在第一个案例研究建筑中,位于Ceto(意大利布雷西亚省)的圣安德鲁教堂,屋顶木材构件和砌体墙之间缺乏接缝,以及屋顶结构本身的面内灵活性,使得教堂容易受到地震作用的影响,容易发生局部面外砌体倒塌。第二个案例研究建筑是Vallaro(意大利布雷西亚省)的锯木厂,由两个建筑单元组成,一个主要采用木结构元素,另一个由砖石墙和木制屋顶组成。第二次干预是非常复杂的,因为涉及到不同的材料,它们的保护状态,以及需要改变博物馆建筑的一部分,增加了设计的静态和地震载荷。在这两个案例研究中,采用了基于木材的抗震改造干预措施,包括增加新的木制构件,使用胶合板和交叉层压木材元素。这项工作提出并讨论了采用的设计和建模策略,以及应用解决方案的实际效益。因此,本研究有助于促进以木材为基础的技术,结合结构、地震和保护升级属于地震易发国家建筑遗产的现有建筑物。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
APPLICATION OF WOOD-BASED SEISMIC RETROFITTING TECHNIQUES ON EXISTING TIMBER AND MASONRY STRUCTURES: DESIGN STRATEGIES, MODELLING APPROACHES AND PRACTICAL BENEFITS FOR TWO CASE-STUDY BUILDINGS
Reversible retrofitting techniques for protecting architectural heritage against seismic events have found increasing application in existing or historical buildings. In this framework, the use of wood-based strengthening solutions for both timber and masonry structures has shown promising results, as proved by several recent research studies. Starting from these outcomes, the present work aims at highlighting the potential of such timber-based retrofitting methods from both the academic and the professional perspective, considering two case-study buildings: a stone-masonry church from 18th century with a timber roof, and a Venetian sawmill composed of masonry and timber structural portions. In the first case-study building, the church of St. Andrew in Ceto (province of Brescia, Italy), the lack of joints among the roof timber members and the masonry walls, as well as the in-plane flexibility of the roof structure itself, made the church vulnerable to seismic actions and prone to local out-of-plane masonry collapses. The second case-study building, the sawmill of Vallaro (province of Brescia, Italy), was composed of two building units, one featuring mainly timber structural elements, the other consisting of masonry walls and a wooden roof. This second intervention was very complex, because of the different materials involved, their conservation state, and the need to transform part of the building in a museum, with increased design static and seismic loads. For both case studies, timber-based seismic retrofitting interventions were applied, consisting of the addition of new wooden members, and the use of plywood panels and cross-laminated timber elements. This work presents and discusses the adopted design and modelling strategies, as well as the practical benefits of the applied solutions. The present study can thus contribute to the promotion of timber-based techniques in the combined structural, seismic, and conservation upgrading of existing buildings belonging to the architectural heritage of seismic-prone countries.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信