Real‐time hybrid testing of a smart base isolation system          下载免费PDF全文

Pei‐Ching Chen  Keh‐Chyuan Tsai  Pei‐Yang Lin 《地震工程与结构动力学》2014,43(1):139-158

Real‐time hybrid testing is a very effective technique for evaluating the dynamic responses of rate‐dependent structural systems subjected to earthquake excitation. A smart base isolation system has been proposed by others using conventional low‐damping isolators and controllable damping devices such as magnetorheological (MR) dampers to achieve specified control target performance. In this paper, real‐time hybrid tests of a smart base isolation system are conducted. The simulation is for a base‐isolated two‐degrees‐of‐freedom building model where the superstructure and the low‐damping base isolator are numerically simulated, and the MR damper is physically tested. The target displacement obtained from the step‐by‐step integration of the numerical substructure is imposed on the MR damper, which is driven by three different control algorithms in real‐time. To compensate the actuator delay and improve the accuracy of the test, an adaptive phase‐lead compensator is implemented. The accuracy of each test is investigated by using the root mean square error and the tracking indicator. Experimental results demonstrate that the hybrid testing procedure using the proposed actuator compensation techniques is effective for investigating the control performance of the MR damper in a smart base isolation system. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Large‐scale real‐time hybrid simulation of a three‐story steel frame building with magneto‐rheological dampers          下载免费PDF全文

Yunbyeong Chae  James M. Ricles  Richard Sause 《地震工程与结构动力学》2014,43(13):1915-1933

A series of large‐scale real‐time hybrid simulations (RTHSs) are conducted on a 0.6‐scale 3‐story steel frame building with magneto‐rheological (MR) dampers. The lateral force resisting system of the prototype building for the study consists of moment resisting frames and damped brace frames (DBFs). The experimental substructure for the RTHS is the DBF with the MR dampers, whereas the remaining structural components of the building including the moment resisting frame and gravity frames are modeled via a nonlinear analytical substructure. Performing RTHS with an experimental substructure that consists of the complete DBF enables the effects of member and connection component deformations on system and damper performance to be accurately accounted for. Data from these tests enable numerical simulation models to be calibrated, provide an understanding and validation of the in‐situ performance of MR dampers, and a means of experimentally validating performance‐based seismic design procedures for real structures. The details of the RTHS procedure are given, including the test setup, the integration algorithm, and actuator control. The results from a series of RTHS are presented that includes actuator control, damper behavior, and the structural response for different MR control laws. The use of the MR dampers is experimentally demonstrated to reduce the response of the structure to strong ground motions. Comparisons of the RTHS results are made with numerical simulations. Based on the results of the study, it is concluded that RTHS can be conducted on realistic structural systems with dampers to enable advancements in resilient earthquake resistant design to be achieved. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Seismic performance evaluation of high‐voltage disconnect switches using real‐time hybrid simulation: II. Parametric study          下载免费PDF全文

Selim Günay  Khalid M. Mosalam 《地震工程与结构动力学》2014,43(8):1223-1237

This paper presents the results of a parametric study that consists of real‐time hybrid simulation tests of electrical insulator posts on a smart shaking table. A companion paper presents the details of the development and validation of the real‐time hybrid simulation system used for conducting the tests of this parametric study. The purpose of the parametric study presented in this paper is to evaluate the effect of support structure damping and stiffness on the response of disconnect switches with two different insulator materials, namely porcelain and polymer insulator posts. Various global and local response parameters including accelerations, forces, displacements, and strains are considered in this evaluation. The data obtained from the conducted tests show that the maximum insulator response corresponds to the case where the support structure frequency is close to the insulator frequency. An incorporated evaluation of all the response parameters indicates that the stiff support structures constitute the most suitable configuration for both material types of the tested insulator posts. It is also observed that support structure damping has an effect on the response of both insulator types. However, this effect is secondary compared with the effect of support structure stiffness. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

中国地级市房地产开发与人居环境耦合发展空间格局   总被引：5，自引：0，他引：5  

张英佳  李雪铭  夏春光 《地理科学进展》2014,33(2):232-240

中国房地产业历经近30年的发展,主要集中于经济较活跃、环境较适宜、基础设施与公共服务较完善、人居环境较适宜的城市,房地产开发的地域差异逐渐突出。科学适度的房地产开发能为人们提供良好的人居环境,而过度的房地产开发则会抑制人居环境质量的提升。基于房地产开发与人居环境耦合发展视角,建立了中国城市房地产开发与人居环境耦合度评价指标体系,运用耦合协调度模型和耦合发展度模型,对286个地级市单元的房地产开发进行空间格局分析。结果显示：① 中国地级单元城市房地产开发与人居环境整体协调度处于磨合阶段,虽未达到协调水平,但相互作用与影响力较强,其中协调度最高的为南京市;② 房地产开发与人居环境整体发展度处于较低水平,且空间分布非常不均衡,耦合发展度最高的为深圳市;③ 基于耦合协调度和发展度可将中国地级行政单元划分为9个类型,政府应根据不同类型采取差别化的房地产开发调控政策。  相似文献   

2014年云南鲁甸M_S6.5地震序列的双差定位          下载免费PDF全文

王未来  吴建平  房立华  来贵娟 《地球物理学报》2014,57(9):3042-3051

本文采用双差定位方法对云南鲁甸M_S6.5地震震后16天的地震序列进行重定位研究.重定位结果显示,主震位于27.11°N,103.35°E,震源深度约15 km;地震序列主要呈“L”形优势分布,分为SSE向和近EW向两支,并均呈现近垂直的震源分布特征,显示此次地震为走滑型,并存在两个不同方向的破裂面.虽然此次地震发生于NE向昭通断裂及其反冲断裂（龙树断裂、大岩洞断裂）附近,但这些断裂均为逆冲型断裂,被排除了作为发震断裂的可能性;鲁甸地震发生在呈放射性分布的多条断裂的交汇部位,SSE向破裂分支与包谷垴断裂的方向一致,近EW向破裂分支与小河断裂南端的走向一致. 鲁甸地震可能已将包谷垴断裂和小河断裂在深部贯通.  相似文献   

软岩隧道围岩加固方法优化对比试验研究与分析     

李丹  白世伟  陈陆望  陈浩  赵瑜 《岩土力学》2010,31(Z1):145-149

为解决软岩隧道工程的支护优化设计问题,研制出力学曲线与原岩相似的模型材料,形成软岩工程常用的支护设计方法对应的物理模型,即锚杆支护、锚喷支护、锚杆加长的锚喷支护,加上毛洞模型作为参考模型,4种平面模型形成三维模型后,置入大型真三轴模型试验机,在模型边界相同的条件下对软岩隧道的支护方法进行研究。试验结果表明：不同的支护方式具有不同的超载能力和不同的破坏特点;该相似模型材料对软岩大变形特点具有良好的适用性。试验还为软岩隧道支护设计提供了可靠的研究基础。  相似文献   

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王解先  冯宝新 《大地测量与地球动力学》2010,30(1):74-76

??С?????????????????????Σ??÷?????????????????????档????????????????????Jacobi????????????????????任???????????????????????????????????????????????????÷??????????????????ж????????????????????????????????????????????????????  相似文献   

地震序列作用下桥梁结构的响应及抗震措施   总被引：2，自引：0，他引：2  

张煜敏  刘健新  赵国辉 《地震工程与工程振动》2010,30(2)

地震具有丛集的特征,主震发生之后通常伴随余震,主震震级越高,余震对结构的破坏越大。桥梁结构作为生命线工程中的重要一环,应在整个地震序列发生时确保通行。选用集集地震序列时程数据,对桥梁进行地震响应分析,发现结构在主震作用下,主梁发生落座,余震作用下有落梁的可能。结合国内外现有的连梁装置设计方法对结构布设抗震措施,并与初始结构的地震响应作对比,结果显示,连梁装置可有效抑制桥梁上、下部结构相对位移,提高结构抗推能力与整体性。因边墩负荷增大,主震激励下边墩发生了塑性破坏,余震序列作用下结构仍保安全。分析结构地震序列作用下的抗震性能,以保证结构在地震时的通行能力,这是非常必要的。  相似文献   

基于MapInfo的城市房地产绿地可达性查询系统开发--以上海市浦东区(内环线)为例   总被引：5，自引：0，他引：5  

朱明  于兰军  李建龙 《测绘信息与工程》2005,30(1):1-2

基于MapInfo平台,运用MapBasic编程实现了城市房地产绿地可达性查询系统,反映了城市绿地分布的合理性,为房地产开发和居民选择房地产提供了参考。  相似文献   

房屋面积测量与共用面积分摊计算的探讨     

刘权  闫东 《测绘信息与工程》2005,30(2):42-43

结合实际工作,探讨了外墙共用建筑面积和楼梯与电梯的分摊与计算等问题。  相似文献