Feasibility of pre-earthquake strengthening of buildings based on cost-benefit and life-cycle cost analysis, with the aid of fragility curves   总被引：1，自引：1，他引：0  

Andreas J. Kappos  E. G. Dimitrakopoulos 《Natural Hazards》2008,45(1):33-54

There are two fundamental questions this article aims to deal with. First, whether a pre-earthquake strengthening of a large and heterogeneous building stock (the emphasis here is on building types common in S. Europe), is economically feasible or not, and second what is the optimal retrofit level for mitigating the seismic risk. To this purpose contemporary decision making tools, namely cost-benefit and life-cycle cost analyses, are tailored to the needs of the present study, and implemented with the aid of an ad-hoc developed new software application (COBE06). A method for estimating the reduction in structural vulnerability due to retrofit is proposed, as well as a methodology to determine the optimum retrofit level using the fragility curve approach. Finally, the proposed methodology is used in a pilot application that concerns the city of Thessaloniki, and results are drawn for the feasibility of strengthening the reinforced concrete building stock in this city.  相似文献   

更新观念 立足市场 发挥技术优势 拓展服务领域——奋进中的贵州煤矿地质工程咨询与地质环境监测中心     

刘玉蓉 《中国煤炭地质》2008,20(4):75-77

贵州煤矿地质工程咨询与地质环境监测中心,由于市场定位准确,加强经营管理,树立品牌意识,尊重人才,加大人才培养力度,积极推进人事制度和分配制度改革,完善激励约束机制,使单位经济效益稳步上升,职工收入不断提高。  相似文献   

CFRP对砖墙抗震加固对比试验研究与计算分析   总被引：20，自引：0，他引：20  

张祥顺  谷倩  彭少民 《世界地震工程》2003,19(1):77-82

结合一工程实践的需要，通过5片碳纤维布加固的新建墙体在周期反复荷载作用下的试验，研究了碳纤维布加固对砌体结构抗震性能的影响，以及砌砌体在碳纤维布加固后的受力特性，比较了不同加固方案对砖砌体加固效果的影响，在此基础上讨论了对碳纤维布加固砖墙抗剪承载力计算模型，并提出了简化计算公式。  相似文献   

Introduction of structural aseismic research in China in recent four years     

罗奇峰  石春香  曹炳政  杨树龙  熊华  李仕栋 《地震学报(英文版)》2003,16(6):656-675

Introduction Greeting the coming of the 21st century, Professor HU Yu-xian and other Chinese scholars briefed the trend of earthquake engineering in China and aboard (HU, 1999; HU, ZHOU, 1999). The experiences and lessons learning from the destructive earthquakes in China and abroad in re-cent years, the damage action of the large velocity impulse in ground motion in near field in seis-mic design, numerous earthquake examples show that there are many weaknesses in aspects of earthquake p…  相似文献   

Aseismic negative dislocation model and deformation analysis of crustal horizontal movement during 1999——2001 in the northeast margin of Qinghai-Xizang block     

张希 江在森王琪  张晓亮 《地震学报(英文版)》2003,16(4):395-403

Through numerical simulation for GPS data, aseism/c negative dislocation model for crustal horizontal movement during 1999-2001 in the northeast margin of Qinghai-Xizang block is presented, combined with the spatial distri-bution of apparent strain field in this area, the characteristics of motion and deformation of active blocks and their boundary faults, together with the place and intensity of strain accumulation are analyzed. It is shown that: a) 9 active blocks appeared totally clockwise motion from eastward by north to eastward by south. Obvious sinistral strike-slip and NE-NEE relative compressive motion between the blocks separated by Qilianshan-Haiyuan fault zone was discovered; b) 20 fault segments (most of them showed compression) locked the relative motion between blocks to varying degrees, among the total, the mid-east segment of Qilianshan fault (containing the place where it meets Riyueshan-Lajishan fault) and the place where it meets Haiyuan fault and Zhuanglanghe fault, more favored accumulation of strain. Moreover, the region where Riyueshan-Lajishan fault meets north boundary of Qaidam block may have strain accumulation to some degree, c) Obtained magnitude of block velocities and locking of their boundaries were less than relevant results for observation in the period of 1993-1999.  相似文献   

Comparative study of the inelastic response of base isolated buildings   总被引：1，自引：0，他引：1  

Daniel Ordoez  Dora Foti  Luis Bozzo 《地震工程与结构动力学》2003,32(1):151-164

This article presents a numeric comparative study of the inelastic structural response of base isolated buildings. The comparative study includes the following isolation systems: laminated rubber bearings, New Zealand one, pure friction and the frictional pendulum ones. The study is based on obtaining non‐linear response spectra for various design parameters using six earthquake records. Usually the base isolation of a new building seeks to maintain the structure in the linear elastic range. The response of old weak buildings or the response of new ones subjected to extreme earthquakes may not be, necessarily, in the aforementioned ideal elastic range. Consequently, it is important to characterize the response of isolated buildings responding inelastically. A conclusion from this research is that the isolators affect significantly the structural response of weak systems. Rubber isolators seem slightly less sensitive to plastification that may occur in the structure compared to friction isolators. Ductility demands in the structure are affected significantly by friction and neoprene protected systems, in particular sliding ones where larger demands are obtained. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

复合纤维加固钢筋混凝土梁受剪性能试验研究     

史丽远  艾军  宫长义  陈忠汉 《地震工程与工程振动》2003,23(4):73-77

对14根钢筋混凝土矩形梁进行抗剪加固试验，研究在受剪区粘贴高强复合纤维的加固效果和设计方法。主要分析了纤维粘贴量、包裹方法和剪跨比等因素对钢筋混凝土加固梁受剪性能的影响和作用。对试验梁进行了全过程分析，并基于试验结果，提出了抗剪加固设计中复合纤维设计应变的合理取值和计算公式，阐述了具体加固设计模型和设计方法。  相似文献   

轻质填充墙异型柱边框架抗震性能试验研究   总被引：6，自引：4，他引：6  

曹万林  王光远 《地震工程与工程振动》1997,17(2):106-112

本文重点研究了轻质填充墙异型柱边框架的层刚度衰减过程，承载力和弹塑性性能．  相似文献   

45Mn_2钻杆接头热处理工艺研究          下载免费PDF全文

刘可忠 《探矿工程》1996,(6):11-13

探讨了４５Ｍｎ２钻杆接头的各种热处理工艺降综合机械性能，应用断裂力学优选最佳热处理工艺，并已投入生产。  相似文献   

某中学教学楼的抗震鉴定与加固设计   总被引：1，自引：0，他引：1  

赵更歧  张冰华  张哲  王俊岭 《世界地震工程》2004,20(3):90-94

按老规范设计的砌体结构未考虑抗震，使用年代过长会出现承载力不足的问题，需对原结构按新规范进行全面检测和抗震鉴定，若鉴定结果表明该结构不符合抗震要求，则需进行加固，结合一实际工程对检测程序和加固方法做一全面论述，供工程实际中参考。  相似文献