Sliding fragility of block‐type non‐structural components. Part 1: Unrestrained components     

D. Lopez Garcia  T. T. Soong 《地震工程与结构动力学》2003,32(1):111-129

Motivated by the development of performance‐based design guidelines with emphasis on both structural and non‐structural systems, this paper focuses on seismic vulnerability assessment of block‐type unrestrained non‐structural components under sliding response on the basis of seismic inputs specified by current seismic codes. Two sliding‐related failure modes are considered: excessive relative displacement and excessive absolute acceleration. It is shown that an upper bound for the absolute acceleration response can be assessed deterministically, for which a simple yet completely general equation is proposed. In contrast, fragility curves are proposed as an appropriate tool to evaluate the excessive relative displacement failure mode. Sample fragility curves developed through Monte‐Carlo simulations show that fragility estimates obtained without taking into account vertical base accelerations can be significantly unconservative, especially for relatively large values of the coefficient of friction. It is also found that reasonable estimates of relative displacement response at stories other than the ground in multistorey buildings cannot in general be obtained by simply scaling the ground acceleration to the peak acceleration at the corresponding storey. Failure modes considered in this study are found to be essentially independent of each other, a property that greatly simplifies assessment of conditional limit states. Copyright © 2002 John Wiley & Sons, Ltd.  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   

吐哈盆地中央构造带正反转演化特征   总被引：5，自引：3，他引：5  

朱文斌  马瑞士  郭令智  孙岩  徐鸣洁  胡德昭  王锋 《大地构造与成矿学》2003,27(2):125-131

吐哈盆地中央构造带由火焰山构造和七克台构造组成。中央构造带形成于三叠纪晚期至侏罗纪早期,表现为伸展构造特征,生长断层上盘地层厚度明显大于下盘,并于断层上盘所在的台北凹陷形成沉降中心。晚侏罗世,由于拉萨陆块与欧亚大陆的碰撞作用导致吐哈盆地由伸展盆地转变为挤压盆地,中央构造带也于此时发生构造反转,由早期的伸展正断层转变为挤压逆断层。发生于55Ma的喜山构造事件对天山地区产生了深刻的影响,但影响时间略有滞后,大致发生在晚渐新世至早中新世,中央构造带即在此次构造事件中强烈变形,逆冲出露于地表。  相似文献   

Stochastic Structural Modeling   总被引：3，自引：0，他引：3  

Lars Holden  Petter Mostad  Bjørn Fredrik Nielsen  Jon Gjerde  Chris Townsend  Signe Ottesen 《Mathematical Geology》2003,35(8):899-914

A consistent stochastic model for faults and horizons is described. The faults are represented as a parametric invertible deformation operator. The faults may truncate each other. The horizons are modeled as correlated Gaussian fields and are represented in a grid. Petrophysical variables may be modeled in a reservoir before faulting in order to describe the juxtaposition effect of the faulting. It is possible to condition the realization on petrophysics, horizons, and fault plane observations in wells in addition to seismic data. The transmissibility in the fault plane may also be included in the model. Four different methods to integrate the fault and horizon models in a common model is described. The method is illustrated on an example from a real petroleum field with 18 interpreted faults that are handled stochastically.  相似文献   

柯树背岩体的副矿物特征及地质意义   总被引：1，自引：1，他引：1       下载免费PDF全文

胡恭任  刘丛强  陈培荣  于瑞莲 《地球学报》2003,24(3):231-236

本文详细研究了柯树背岩体的岩石学及副矿物学特征，研究发现F9大断裂以西部分(西体)与F9大断裂以东部分(东体)在岩性、矿物组成、副矿物特征、锆石群型特征上存在很大差别，副矿物特征、锆石群型特征指示东体与寨背岩体类似，为同熔系列花岗岩；西体为重熔再生岩浆成因的改造型花岗岩。这一认识对于该区的铀金找矿具有一定的指导意义。  相似文献   

构造地质学计算机辅助教学课件SGCAI   总被引：2，自引：0，他引：2  

沈晓华  曾华生 《高校地质学报》1997,3(3):338-341

构造地质学计算机辅助教学课件（ＳＧＣＡＩ）利用数据库，图形动画及多媒体等技术，对地质学基础课程的计算机辅助教学研究作了初步探索，课件分为学生学习，教师管理，附属功能和执行四大模块，具有学习选择，图片说明，动画演示，练习测验，辅导答题等十个功能，课件设计新颖，技术全面，使用方便，使用该课件能充分调动学生学习的主观能动性，使学生成为真正的学习主体，有助于提高教学质量。  相似文献   

苏北超高压变质带石桥构造窗地质特征   总被引：11，自引：0，他引：11  

董树文  张勇  黄德志  王小凤  薛林家 《安徽地质》1996,(1)

在苏北－胶南高压变质带（＂东海群＂＂胶南群＂）的腹地，赣榆县石桥附近，出露一套原始结构保存完好的浅变质沉积岩系。前人称为＂石桥群＂，时代为早元古代，不整合于＂东海群＂之上。１９９２年作者在野外一个新凿开的采石坑内发现深变质＂东海群＂片麻岩推覆在＂石桥群＂之上，其间为断层带。这个剖面展示了与前人观点相悖的证据。石桥群的微古化石研究以及与区域地层对比，定为震旦系。超高压变质带内出露的浅变质岩系厘定为＂石桥构造窗＂．这将直接影响对苏鲁造山带和高压－超高压变质带形成与演化的重塑。  相似文献   

锦屏Ⅰ级水电站坝区岩体结构面特征研究     

邓荣贵  张倬元 《地质灾害与环境保护》1996,7(1):35-40,53

本文根据锦屏Ⅰ级水电站坝区体结构面野外调资料，对坝区结构面优势方位、间距、张开度、连通率、隙间充填物及形态特征进行了分析，为坝区岩体分类及其物理力学参数的确定提供了重要依据。  相似文献   

含油气盆地构造样式研究中几个问题的讨论   总被引：6，自引：0，他引：6  

王燮培  严俊君 《地质科技情报》1996,15(4):51-56

对我国含油气盆地构造样式研究中存在的一些主要问题进行了讨论。包括：关于构造样式的确切含义及类型的划分，由于对构造样式概念理解的不一致，导致了构造样式类型划分的混乱；构造样式的鉴别，往往由于过分强调了某些单一“鉴定标志”而忽略了总体变形特征，从而导致对构造变形机理的错误判断；中国含油气盆地的构造反转问题。  相似文献   

华北地台北缘东段多期褶皱及构造置换对鞍山群铁矿床的控制作用     

张宝华  屈奋雄 《地质与勘探》1996,(6)

多期褶皱和构造置换是华北地台北缘太古宙鞍山群岩石中的主要变形特征，也是对太古宙鞍山群铁矿的形态、规模、产状和分布规律的主要控制因素。  相似文献