Analysis of the in‐plane response of earthen masonry infill panels partitioned by sliding joints          下载免费PDF全文

Marco Preti  Nicola Bettini  Laura Migliorati  Valentino Bolis  Andreas Stavridis  Giovanni A. Plizzari 《地震工程与结构动力学》2016,45(8):1209-1232

The vulnerability of infilled frames represents a critical issue in many regions with high seismicity around the world where infills are typically made of heavy masonry as they are used for thermal control of the buildings because of their thermal inertia. In this context, the use of earthen masonry infills can give a superior performance because of their ability to regulate thermal‐hygrometric performance of the building and sustainability of its life‐cycle. This paper presents a numerical study on the seismic behaviour of infill walls made of earthen masonry and partitioned with horizontal wooden planks that allow the relative sliding of the partitions. The combination of the deformability of earthen masonry and the sliding mechanism occurring along the wooden planks gives a high ductility capacity to the in‐plane response of the infill and, at the same time, significantly reduces its stiffness and strength, as compared with traditional solid infills made of fired clay units. As a result, the detrimental interaction with the frame and the damage in the infill when subjected to in‐plane loading can be minimized. The numerical model is validated with results from an experimental study and is used to perform a parametric analysis to examine the influence of variations in the geometry and mechanical properties of the infill walls, as well as the configuration of the sliding joints. Based on the findings of this study, design guidelines for practical applications are provided, together with simple formulation for evaluating their performance. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

基于时变地震损伤模型的多龄期钢框架结构易损性分析          下载免费PDF全文

王晓飞  王鹏飞  贾虎  郑伟花  田进 《地震工程学报》2016,38(2):192-200

基于时变地震损伤模型提出酸性大气环境作用下多龄期钢框架结构概率地震易损性分析的方法及步骤;考虑服役龄期对钢框架结构抗震性能的影响,分别建立时变概率地震需求模型、时变概率抗震能力模型及时变易损性模型;在概率地震需求分析及概率抗震能力分析的基础上,得到多龄期(20年、30年、40年、50年)钢框架结构的易损性模型及易损性曲线。  相似文献   

基于震害预测的动态震害矩阵方法研究          下载免费PDF全文

姚新强  孙柏涛  陈宇坤  杨绪连  周强  朱宏 《地震工程学报》2016,38(2):318-322

基于时间因素(材料内部作用、荷载作用和环境影响)和事件因素中的地震因素和抗震加固,通过结构可靠度理论研究和结构材料与构件的试验分析,结合现有的结构动态抗力函数以及不同极限破坏状态和结构抗力之间的对应关系,建立结构的动态易损性。研究事件因素中的拆迁和新建对城市建筑结构数量和类型的影响,以及未来城市不同结构类型的变化特点,给出未来城市的动态震害矩阵;研究群体震害矩阵的异地应用和事件因素中拆迁和新建建筑对震害矩阵的影响,在已有震害预测城市的建筑结构基础资料上,应用模糊数学中可信度方法,形成目标城市的动态震害矩阵,有利于进行结构的抗震设防和地震风险分析。  相似文献   

高强高性能混凝土损伤的细观数值演化          下载免费PDF全文

郑捷  左河山  陈景恒  曹文平  郑山锁 《地震工程学报》2016,38(5):745-750,769

在细观层次上,混凝土可以被看作由水泥基、分散粒子和界面过渡层组成的三相复合材料。首先,基于骨料分布和形态的随机特性,将瓦拉文公式推广应用于确定二维混凝土试件截面凸多边形骨料分布,提出圆形骨料模型中以圆骨料的面积为控制参数,以圆内接多边形为基架的凸多边形随机骨料算法。进而以C80高强高性能混凝土为例,对数值试样进行单轴受压的数值模拟,得到相应的应力-应变曲线和损伤演化图。数值模拟结果与物理试验结果对比表明本文提出的数值模型合理可行。  相似文献   

岩石损伤软化的修正本构模型          下载免费PDF全文

李博  吴润江  高为超 《地震工程学报》2016,38(5):783-786

利用服从Weibull分布的岩石微元强度表示方法,基于Drucker-Prager破坏准则,通过引入损伤变量的修正系数,利用应力-应变关系曲线峰值点处的应力、应变确定Weibull分布参数的关系式,建立不同围压下的损伤软化本构模型。该模型参数较少且易于确定,其参数的确定方法揭示了模型参数的物理意义。与前人的研究成果进行对比分析,结果表明该模型比未修正前有着明显的优越性,且与实测结果吻合较好,分析结果显示出该模型的合理性。  相似文献   

近海大气环境下钢框架自振频率评估研究          下载免费PDF全文

郑山锁  石磊  郑捷  周炎  张秋石  朱揽奇 《地震工程学报》2016,38(5):673-677

由于沿海地区的钢结构建筑常暴露在露天,不可避免地受到大气环境的腐蚀。本文在材料力学和结构分析的基础上,研究沿海地区钢框架结构自振频率的变化,进而对结构在近海大气环境下存在的潜在损伤进行评估。基于工字形与箱形截面,提出结构自振频率与结构构件厚度变化的关系式,并分别考虑构件内外表面腐蚀的影响。以一榀钢框架结构为例,分析其在腐蚀5、10、20年后结构前10阶自振频率的变化。分析结果表明,随着腐蚀程度的增加,结构自振频率降低的越大。研究成果可为锈蚀钢框架损伤评估提供一定的参考依据。  相似文献   

直接基于位移设计的高强钢组合K形偏心支撑钢框架的抗震性能研究          下载免费PDF全文

郑晓伟  苏明周  石鲁  秦瑞  王迪涛  王喆 《地震工程学报》2016,38(5):678-684

K形高强钢组合偏心支撑(K-HSS-EBF)是指耗能连梁和支撑采用Q345钢,而框架梁、框架柱采用高强度钢(如Q460)。为研究其在罕遇地震作用下的抗震性能,在试验研究的基础上,采用直接基于位移的抗震设计方法设计了5层、8层和12层算例,分别进行静力推覆分析和动力弹塑性分析,研究高强钢组合偏心支撑钢框架在罕遇地震作用下层间侧移分布和破坏模式。研究结果表明:直接基于位移的抗震设计方法设计的算例在罕遇地震作用下,结构的层间侧移满足我国现行抗震规范的要求,结构呈理想的渐进式梁铰屈服机构,并证明该设计方法的合理性和可靠性。  相似文献   

2014年新疆于田Ms7．3地震房屋震害分析     

孙静  伊力亚尔·阿不力孜  谭明  常想德  姚远  陈建波 《内陆地震》2014,(2):113-120

对于田2014年2月12日Ms7．3地震灾区各类房屋破坏现象进行了调查和整理,从房屋破坏、场地条件和房屋结构类型等几方面分析不同类型房屋的震害特征和震害原因,总结这次地震房屋的震害经验,提出今后抗震设防工作的几点建议。  相似文献   

Benzo[a]pyrene modulates the biotransformation,DNA damage and cortisol level of red sea bream challenged with lipopolysaccharide     

Jun Bo  Singaram Gopalakrishnan  Fang-Yi Chen  Ke-Jian Wang 《Marine pollution bulletin》2014

In animals, biotransformation and the immune system interact with each other, however, knowledge of the toxic mechanism of benzo[a]pyrene (BaP) on these two systems is not well known. The present study investigated the toxic effects of BaP on the biotransformation system, cortisol level and DNA integrity of red sea bream (Pagrus major). The results showed that cortisol level was induced under the challenge of lipopolysaccharide (LPS). Short-term exposure (96 h) of BaP at environmental concentration significantly increased the cortisol level, hepatic EROD activity and CYP1A1 mRNA expression. When P. major was exposed to BaP for 14 d followed by LPS challenge this increased the cortisol level, EROD activity and hepatic DNA damage except CYP1A1 mRNA expression. Combined with our previous data, which showed that BaP exposure can modulate the immunologic response in P. major challenged with LPS, a hypothetical adverse outcome pathway of BaP on fish was suggested.  相似文献   

Analysis of damage data of low-rise buildings subjected to a shallow Mw6.3 earthquake     

《Soil Dynamics and Earthquake Engineering》2014

In May 2008 a shallow M_w6.3 earthquake struck South Iceland with an epicentre close to two small towns. Nearly 5000 low-rise residential buildings were affected. The recorded maximum PGA was 0.88 g. A great deal of damage occurred, but there was no loss of life. In Iceland all buildings are registered in a detailed official database and insurance against natural disasters is obligatory. As the repair costs for every affected building had to be assessed for insurance purposes this provided an unusual opportunity to review structural performance across the whole population of buildings in the affected area. The estimated repair cost was classified in a number of subcategories covering structural and non-structural damage for five different residential building typologies. Study of these buildings showed that non-structural damage dominated the overall damage. The main monetary damage was cosmetic damage of partition walls and flooring. The structural systems performed quite well and no buildings collapsed.  相似文献