首页> 外文OA文献 >Application of near surface mounted (NSM) strengthening technique to traditional timber frame walls
【2h】

Application of near surface mounted (NSM) strengthening technique to traditional timber frame walls

机译:近表面安装(NSM)加固技术在传统木结构墙中的应用

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Timber frame buildings are well known as an efficient seismic resistant structure popular all over the world not only due to their seismic performance, but also to their low cost and the strength they offer. These constructions still exist today and it is important to be able to preserve them, so a better knowledge on their behaviour is sought. Furthermore, historic technologies could be used even in modern constructions to build seismic resistant buildings using more natural materials with lesser costs.A great rehabilitation effort is being carried out on this type of buildings, as their neglect has led to decay or their change in use and alterations to the structure has led to the need to retrofit such buildings; only recently studies on their behaviour have become available and only a few of them address the issue of possible strengthening techniques for this kind of walls. In this scope, an innovative retrofitting technique (near surface mounted steel flat bars) is proposed and validated on traditional timber frame walls based on an extensive experimental program. The results of the static cyclic tests on distinct wall typologies retrofitted with the NSM technique are herein presented and discussed in detail. The main features on deformation, lateral stiffness, lateral resistance and seismic performance indexes are analysed
机译:木结构建筑是众所周知的一种高效抗震结构,不仅因为其抗震性能,还因为其低成本和强度。这些结构今天仍然存在,重要的是要能够保存它们,因此需要对它们的行为有更好的了解。此外,即使在现代建筑中,也可以使用历史性技术来以更低的成本使用更多的天然材料建造抗震建筑物。由于忽视了这些建筑物导致其衰变或使用变化,正在对此类建筑物进行大量的修复工作结构的改变导致需要对这类建筑物进行翻新;直到最近才对它们的行为进行了研究,并且只有少数研究针对这种隔离墙可能采用的加固技术。在此范围内,提出了一种创新的改造技术(近表面安装的扁钢),并根据广泛的实验程序在传统的木框架墙上进行了验证。本文介绍并详细讨论了使用NSM技术改造后的不同墙类型的静态循环测试结果。分析了变形,横向刚度,横向阻力和抗震性能指标的主要特征

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号