设置限位器双向隔震铁路桥梁车桥耦合动力响应研究   总被引：1，自引：0，他引：1  

温留汉·黑沙  于芳  周福霖  文小菲 《地震学刊》2011,(6):616-621

对铅芯橡胶双向隔震铁路桥梁在列车荷载作用下的力学性能进行了研究,针对双向隔震铁路桥梁中存在的问题,提出了设置限位器的解决方案,并对设置限位器的双向隔震铁路桥梁进行了车桥耦合动力响应分析。研究结果表明,采用常规隔震设计方法的铅芯橡胶支座在横桥向的初始刚度和屈服强度均不能满足规范要求,设置限位器后,双向隔震铁路桥梁的力学性能有了很大的改善,各项指标均满足列车运行安全性和平稳性要求。  相似文献   

消能支撑-方钢管混凝土框架结构抗震性能的试验研究   总被引：4，自引：0，他引：4  

刘伟庆  葛卫  陆伟东 《地震工程与工程振动》2004,24(4):106-109,114

本文设计了一榀消能支撑框架,方钢管混凝土通过不同频率、不同位移幅值下的水平低周反复荷载试验,验证了消能支撑框架优异的消能能力,提出了相关连接构造的设计建议,为中高层钢结构住宅提供了一种新的抗震设计思路。  相似文献   

层间隔震技术评述   总被引：37，自引：5，他引：32  

祁皑 《地震工程与工程振动》2004,24(6):114-120

层间隔震结构是隔震技术的新发展,它将隔震层设置在建筑物某层柱子和楼板之间进行结构的地震反应控制。层间隔震结构在减震机理、振动特性以及设计方法等诸多方面有别于基础隔震结构和屋盖隔震结构。本文对层间隔震结构的适用范围、优点以及其在实际工程中的应用情况进行了综述,最后,指出了层问隔震结构需要进一步研究的问题。现有的研究成果和工程应用情况表明,层间隔震结构具有明确的减震效果,施工方便,是一种具有发展前途的减震体系。  相似文献   

西藏哈姆曲锑(金)矿床曲珍矿段S、Pb同位素组成及意义     

李保亮  王立强  张相国  平措多吉  高腾  王勇 《地球学报》2022,43(2):202-210

西藏哈姆曲锑(金)矿床位于雅鲁藏布江结合带西缘, 矿体主要赋存于晚白垩世侵入岩中, 糜棱岩化闪长玢岩是其主要的赋矿围岩.矿体受NNE—SSW向断裂控制, 主要呈脉状、层状、透镜状产出.在野外地质调查和分析矿床成矿地质条件的基础上, 对矿床辉锑矿进行了 S、Pb 同位素研究, 探讨了矿床的成矿物质来源.辉锑矿δ34S值在...  相似文献   

An active mass damper designed using ARX models of a building structure          下载免费PDF全文

Yoshiki Ikeda 《地震工程与结构动力学》2016,45(13):2185-2205

This study proposes a new design method for an active mass damper (AMD) that is based on auto‐regressive exogenous models of a building structure. The proposed method uses the results of system identification in the field of active structural control. The uncontrolled structure is identified as auto‐regressive exogenous models via measurements under earthquake excitation and forced vibration. These models are linked with an equation of motion for the AMD to introduce a state equation and output equation for the AMD–structure interaction system in the discrete‐time space; the equations apply modern control theories to the AMD design. In the numerical applications of a 10‐degree‐of‐freedom building structure, linear quadratic regulator control is used to understand the fundamental characteristics of the proposed design procedure. The feedback control law requires the AMD's acceleration, velocity and stroke; the structure's acceleration; and the ground acceleration as vibration measurements. The numerical examples confirm the high applicability and control effectiveness of the proposed method. One remarkable advantage of the proposed method is that an equation of motion for the structure becomes unnecessary for designing controllers. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Investigation of the seismic response of high‐rise buildings supported on tension‐resistant elastomeric isolation bearings          下载免费PDF全文

Xilin Lu  Dong Wang  Shanshan Wang 《地震工程与结构动力学》2016,45(13):2207-2228

In many applications of seismic isolation, such as in high‐rise construction, lightweight construction, and structures with large height‐to‐width aspect ratios, significant tension forces can develop in bearings, raising concerns about the possible rupture of elastomeric bearings and the uplift of sliding bearings. In this paper, a novel tension‐resistant lead plug rubber bearing (TLRB) with improved tension‐resisting capabilities is developed and experimentally and numerically assessed. This TLRB consists of a common lead plug rubber bearing (LRB) and several helical springs. After describing the theory underlying the behavior of the TLRB, the mechanical properties of reduced‐scale prototype bearings are investigated through extensive horizontal and vertical loading tests. The test results indicate that TLRBs can improve the shear stiffness and tension resistance capacity even under significant tensile loads. A series of shaking table tests on scaled models of high‐rise buildings with different aspect ratios were conducted to investigate the dynamic performance of the TLRB and the seismic responses of base‐isolated high‐rise buildings. Three different cases were considered in the shaking table tests: a fixed base condition and the use of TLRB and LRB isolation systems. The results of the shaking table test show that (a) base‐isolated systems are effective in reducing the structural responses of high‐rise buildings; (b) an isolated structure's aspect ratio is an important factor influencing its dynamic response; (c) TLRBs can endure large tensile stresses and avoid rupture on rubber bearings under strong earthquakes; and (d) the experimental and numerical results of the responses of the models show good agreement. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Probabilistic collapse resistance and residual drift assessment of buildings with fluidic self‐centering systems          下载免费PDF全文

Shoma Kitayama  Michael C. Constantinou 《地震工程与结构动力学》2016,45(12):1935-1953

The seismic performance of three‐ and six‐story buildings with fluidic self‐centering system is probabilistically assessed. The fluidic self‐centering systems consist of devices that are based on the technology of fluid viscous dampers but built in a way that pressurization of the devices results in preload that is explored to reduce or eliminate residual drift. The design of these buildings followed a procedure that parallels the design for structures with damping systems in ASCE 7 but modified to include the preload effect. Reference conventional buildings were also designed per ASCE 7 for comparison. These buildings were then analyzed to examine and compare their seismic collapse resistance and residual drift, where the residual drift limits of 0.2, 0.5, 1.0 and 2.0% of story height were selected as important thresholds. The study further calculated the mean annual frequency of collapse and corresponding exceedance probability over 50 years, and the mean annual frequency of exceeding the threshold residual story drift limits and the corresponding exceedance probability over 50 years. Variations in the design procedures by considering increased displacement capacity or damping or preload of the devices, different types of damping, increased ultimate strength of the self‐centering device–brace systems and increased frame strength were considered. It was found that increasing either the ultimate force capacity of the self‐centering device–brace system or the frame strength results in important improvements in the collapse resistance and in minimizing residual drift, whereas the variation of other design parameters has minor effects. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Damping reduction factors and code‐based design equation for structures using semi‐active viscous dampers          下载免费PDF全文

Nikoo Kh. Hazaveh  Geoffrey W. Rodgers  Stefano Pampanin  J. Geoffrey Chase 《地震工程与结构动力学》2016,45(15):2533-2550

This study uses a semi‐active viscous damper with three different control laws to reshape the structural hysteresis loop and mitigate structural response, referred to as 1–4, 1–3 and 2–4 devices, respectively. The 1–4 control law provides damping in all four quadrants of the force‐displacement graph (it behaves like a standard viscous damper), the 1–3 control law provides resisting forces only in the first and third quadrants, and the 2–4 control law provides damping in the second and fourth quadrants. This paper first outlines the linear single degree of freedom structural performance when the three types of semi‐active viscous dampers are applied. The results show that simultaneous reduction in both displacement and base‐shear demand is only available with the semi‐active 2–4 device. To enable guidelines for adding a 2–4 device into the design procedure, damping reduction factors (RF_ξs) are developed, as they play an important role and provide a means of linking devices to design procedures. Three methods are presented to obtain RF_ξ and equivalent viscous damping of a structure with a 2–4 semi‐active viscous damper. In the first method, the relationship between RF_ξ and the damping of a semi‐active structure can be obtained by calculating the area under the force‐deformation diagram. The second and third method modified the Eurocode8 formula of RF_ξ and smoothed results from analysis, respectively. Finally, a simple method is proposed to incorporate the design or retrofit of structures with simple, robust and reliable 2–4 semi‐active viscous dampers using standard design approaches. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

机械封孔式注浆器橡胶筒非线性有限元分析     

范成洲  黄华元  刘振兴  丁伯成  王发林 《煤田地质与勘探》2014,42(5):96-99

橡胶筒作为机械封孔式注浆器的关键元件,其在钻孔内的轴向压缩变形过程同时具有多重非线性特点。应用有限元软件分析表明:随着轴向压缩位移的增加,橡胶筒先与孔壁产生接触,后与内管外壁产生接触,最后会发生挤出变形。为达到较好的封堵效果及保证橡胶筒的回弹性能,压缩位移应控制在17.8~19.4 mm。现场应用显示:依此范围控制注浆器的压缩量,取得了较好的封堵效果,且有效延长了橡胶筒的使用寿命,提高了注浆器的可靠性。   相似文献   

安装粘弹性转角阻尼器的海洋平台—摇摆墙体系抗震性能分析     

张纪刚  江志伟 《地震研究》2014,37(3)

在海洋平台摇摆墙体系基础上,在摇摆墙底部的铰接点处安装一粘弹性转角阻尼器,进行被动消能结构振动控制,利用ANSYS进行地震荷载作用下的抗震性能验算,并对阻尼器的刚度和阻尼参数进行了分析。结果表明,在摇摆墙底部施加的转角阻尼器能显著降低结构的地震反应。  相似文献