首页> 外文会议>Geotechnical engineering for the preservation of monuments and historic sites >Seismic risk assessment of San Gimignano towers: Geotechnical aspects and soil-structure interaction
【24h】

Seismic risk assessment of San Gimignano towers: Geotechnical aspects and soil-structure interaction

机译:圣吉米尼亚诺塔的地震风险评估:岩土方面和土-结构相互作用

获取原文
获取原文并翻译 | 示例

摘要

San Gimignano, the ‘City of the Beautiful Towers’ is located on the top of a hill in ‘Valrnd’Elsa’, about 60 km south of Florence (Italy). It was founded by the Etruscans in the 3rd century BCrnand in the Middle Ages it was a relay point along the Via Francigena for pilgrims on their way to Rome.rnFrom 1199 to 1353 AC the city saw its period of greatest splendour. As symbols of the wealth and powerrnof the strongest major families, seventy-two tower houses were built in that period. Fourteen of these havernsurvived to now and they represent a priceless heritage. Because of their significance, an important multidisciplinaryrnresearch project (named RiSEM) has been founded by the Regional Government with thernaim of developing new investigation techniques for seismic risk assessment of monumental buildings. Thernpresent paper provides a synthetic report of the main aspects concerning the definition of the geotechnicalrnmodel and the seismic soil-structure interaction analyses performed. The first part of the report, afterrnsome brief historical notes, describes the site conditions, including morphological, stratigraphic and geotechnicalrnsubsoil characterization from a recent survey. The results of the geotechnical investigations (twornboreholes with taking of undisturbed samples, down hole and laboratory tests, both in static and dynamicrnconditions) are presented and discussed. In the second part, a general overview of the soil-structure systemrnand a description of the main features of its components are given. The local seismic response analysesrnof the site and the soil-structure FEM analyses performed on the "Torre Grossa" using the computerrnprogram SASSI2000 (Lysmer et al., 1999) are also described. Real strong motion recordings were selectedrnaccording to the local seismic hazard and used in the analyses. The numerical modelling results obtainedrnboth in time and frequency domain are presented and discussed in the paper.
机译:圣吉米尼亚诺(San Gimignano)是“美丽塔楼之城”,位于佛罗伦萨(意大利)以南约60公里的“瓦尔恩德·艾尔莎(Valrnd’Elsa)”山顶上。它是由伊特鲁里亚人于公元前3世纪建立的,在中世纪时期,它是法兰西大街(Via Francigena)的中转站,是朝圣者前往罗马的途中。从1199年至1353年,这座城市经历了最辉煌的时期。作为财富和权力最强大的主要家庭的象征,在此期间建造了72座塔房。其中有十四种幸存至今,它们代表着无价的遗产。由于它们的重要性,地方政府建立了一个重要的多学科研究项目(名为RiSEM),其目的是开发新的调查技术来对纪念建筑物进行地震风险评估。本论文提供了有关岩土模型定义和地震土-结构相互作用分析的主要方面的综合报告。报告的第一部分是一些简短的历史笔记,描述了现场条件,包括最近一次调查的地貌,地层和岩土的地下特征。介绍并讨论了岩土工程研究的结果(在正常和静态条件下进行带未扰动样品的旋挖钻孔,井下测试和实验室测试)。在第二部分中,给出了土壤结构系统的概述并描述了其组成的主要特征。还描述了现场地震响应分析以及使用计算机程序SASSI2000(Lysmer等,1999)在“ Torre Grossa”上进行的土壤结构有限元分析。根据当地地震灾害选择了真实的强运动记录,并用于分析。给出并讨论了时域和频域的数值模拟结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

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