排序方式： 共有58条查询结果，搜索用时 15 毫秒
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ZHUGE Yan CHUANG Shihwei 《天津大学学报(英文版)》2006,12(B09):171-176
The Australian love of ＂heritage＂ buildings （most of them are unreinforced masonry （URM） ） means that greater attention is required to secure their performance under seismic or impact loading in the future. A research project has been carried out to develop a new, economic and high strength retrofitting technique for masonry structures. A series of experimental testing on URM walls retrofitted with an innovative technique by cable system have been conducted. In this paper, an analytical model which is based on distinct element method（DEM） is developed to simulate the behaviour of retrofitted walls, in DEM, a solid is represented as an assembly of discrete blocks. Joints are modelled as interface between distinct bodies. It is a dynamic process and specially designed to model the behaviour of discontinuities. In order to assist the practising engineers to design this new retrofitted wall system, a simple mechanical model was also developed to predict the strength of the retrofitted walls. The results obtained from this simple mechanical model are compared with those from both experiments and distinct element model. 相似文献
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谢万荣 《河北能源职业技术学院学报》2007,7(4):64-64,66
唐山市某社区服务公司新建一批砖混结构住宅楼，交业主使用后发现各楼墙体、楼板处出现多处裂缝。本文依据裂缝位置、形态对其产生原因进行分析，并提出预防和补救措施。 相似文献
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赵中永 《天津职业院校联合学报》2007,9(5):33-35,46
温度裂缝已成为多层砖砌体结构房屋的通病,它虽属非受力裂缝,但它给用户心理、建筑物的美观、结构的整体性和耐久性都会带来不利影响。通过对温度裂缝的特征、成因机理的分析,可以找出一些针对温度裂缝的预防措施及修补方法。 相似文献
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谈住宅建筑温度裂缝的原因与防治 总被引：3，自引：0，他引：3
住宅建筑的温度裂缝成因复杂，温度差异引起的裂缝存在较普遍，按目前条件和规范所提供的措施尚难完全避免由于钢筋混凝土盖的温度变形和砌体干缩变形引起的墙体局部裂缝，在设计中合理选择和应用结构构造措施是可以做到砌体房屋墙体裂缝的产生和发展达到可接受的程度。 相似文献
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ZHOU Xiaoqing HAO Hong DEEKS Andrew 《天津大学学报(英文版)》2006,12(B09):132-137
To model the damage process of masonry walls under blast loading, a dynamic continuum damage material model is constructed for brick and mortar separately. The degradation of both the stiffness and strength are governed by a damage variable. By using the proposed material model, damage and fragmentation of a typical masonry wall under blast loading at different scaled distances is calculated. The hazard level of the masonry wall to blast loading is evaluated by analyzing the numerical results. 相似文献
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王思源 《扬州职业大学学报》2000,4(3):24-27,50
本文结合实际工程,研究了多层砖混结构房屋的底层,由于使用功能的变化,而对其原有结构进行改造的设计和施工方法,提出了两套改造方案,并进行了比较。 相似文献
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Anna Anzani Luiga Binda Alberto Carpinteri Stefano Invernizzi Guiseppe Lacidogna 《Journal of Cultural Heritage》2010,11(4):387-470
In the paper some case studies of damaged towers in Italy are presented: the Tower Masserano of Palace Ferrero - La Marmora at Biella, the bell tower of the Collegiata of San Vittore at Arcisate, and three medieval towers in Alba. A methodology is put forward for combining laboratory and nondestructive testing methods with monitoring systems in order to reach the goal of evaluating the state of conservation of historic towers and its evolution in time. 相似文献
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The Australian love of "heritage" buildings (most of them are unreinforced masonry (URM)) means that greater attention is required to secure their performance under seismic or impact loading in the future. A research project has been carried out to develop a new, economic and high strength retrofitting technique for masonry structures. A series of experimental testing on URM walls retrofitted with an innovative technique by cable system have been conducted. In this paper, an analytical model which is based on distinct element method (DEM) is developed to simulate the behaviour of retrofitted walls. In DEM, a solid is represented as an assembly of discrete blocks. Joints are modelled as interface between distinct bodies. It is a dynamic process and specially designed to model the behaviour of discontinuities. In order to assist the practising engineers to design this new retrofitted wall system, a simple mechanical model was also developed to predict the strength of the retrofitted walls. The results obtained from this simple mechanical model are compared with those from both experiments and distinct element model. 相似文献