Dynamic analysis on structures base-isolated by a ball system with restoring property     

Qiang Zhou  Xilin Lu  Qingmin Wang  Dingguo Feng  Qianfeng Yao 《地震工程与结构动力学》1998,27(8):773-791

A computational model with its analysis method for base-isolated structures by a ball system with restoring property under seismic force is proposed in this paper, and the programs using numerical integration method and incremental harmonic balance method are developed. The analysis method is verified by shaking table test results of a three-storey masonry model. With these programs, the effect of some factors on the aseismic behaviour of base isolation system are analysed, and the comparison of seismic response between structures with and without base isolation is made. Results of both theory and test show that the above-mentioned base isolation system has apparent advantages over the traditional aseismic structures. © 1998 John Wiley & Sons, Ltd.  相似文献   

Damage localization and quantification of earthquake excited RC-frames     

P. S. Skjrbk  S. R. K. Nielsen  P. H. Kirkegaard  A. . akmak 《地震工程与结构动力学》1998,27(9):903-916

In the paper a recently proposed method for damage localization and quantification of RC-structures from response measurements is tested on experimental data. The method investigated requires at least one response measurement along the structures and the ground surface acceleration. Further, the two lowest time-varying eigenfrequencies of the structure must be identified. The data considered are sampled from a series of three RC-frame model tests performed at the structural laboratory at Aalborg University, Denmark during the autumn of 1996. The frames in the test series were exposed to two or three series of ground motions of increasing magnitude. After each of these runs the damage state of the frame was examined and each storey of the frame were classified into one of the following six classifications: undamaged, cracked, lightly damaged, damaged, severely damaged or collapse. During each of the ground motion events the storey accelerations were measured by accelerometers. After application of the last earthquake sequence to the structure the frames were cut into pieces and each of the beams and columns was statically tested and damage assessment was performed using the obtained stiffnesses. The damage in the storeys determined by the suggested method was then compared to the damage classification from the visual inspection as well as the static tests. It was found that especially in the cases where the damage is concentrated in a certain area of the structure a very good damage assessment is obtained using the suggested method. © 1998 John Wiley & Sons, Ltd.  相似文献   

Torsional mechanisms in ductile building systems     

T. Paulay 《地震工程与结构动力学》1998,27(10):1101-1121

It is postulated that in order to estimate torsional effects on the seismic response of ductile building structures, the associated plastic mechanism to be developed in the three-dimensional system should be identified. The proposed approach is very different from that embodied in building codes. Inelastic structures are classified as either torsionally unrestrained or restrained. It is shown that clearly defined mechanisms that are to be mobilized, enable the acceptable system ductility demand to be estimated. This should ensure that the corresponding demands imposed on critical translatory elements of the system do not exceed their established displacement ductility capacity. To this end familiar quantities, such as element yield displacement and stiffness, are redefined. Comparisons are made of the intents of existing codified design approaches and those emphasising the role of imposed inelastic displacements. A simple treatment of the consequences of earthquake-induced inelastic skew displacements is also addressed. The primary aim of the paper is to offer very simple concepts, based on easily identifiable plastic mechanisms, to be utilized in structural design rather than advancement in analyses. Detailed design applications of these concepts are described elsewhere. The approach is an extension of the deterministic philosophy of capacity design, now used in some countries. © 1998 John Wiley & Sons, Ltd.  相似文献   

A Discrete Wavenumber Boundary Element Method for study of the 3-D response 2-D scatterers     

Apostolos S. Papageorgiou  Duoli Pei 《地震工程与结构动力学》1998,27(6):619-638

A mathematical formulation of the 2·5D elastodynamic scattering problem is presented and validated. The formulation is a straightforward extension of the Discrete Wave number Boundary Integral Equation Method (DWBIEM) originally proposed by Kawase¹ for 2D scattering problems and subsequently extended to the 3D problem by Kim and Papageorgiou.² It is demonstrated that the Green's function which is appropriate for a boundary formulation of the 2·5D elastodynamic scattering problem is the one corresponding to a unit force moving on a straight line with constant velocity. Such a Green's function is derived in the present study. The formulation may be used to study the wavefields in models of sedimentary deposits (e.g. valleys) or topography (e.g. canyons or ridges) with a 2D variation in structure but obliquely incident plane waves. The advantage of a 2·5D formulation is that it provides the means for calculations of 3D wavefields in scattering problems by requiring a storage comparable to that of the corresponding 2D calculations. © 1998 John Wiley & Sons, Ltd.  相似文献   

Recursive evaluation of interaction forces and property matrices from unit-impulse response functions of unbounded medium based on balancing approximation     

Antonio Paronesso  John P. Wolf 《地震工程与结构动力学》1998,27(6):609-618

Starting from the unit-impulse response matrix of the unbounded medium, a discrete-time formulation permitting the recursive evaluation of the interaction forces and a continuous-time formulation yielding property matrices corresponding to a model with a finite number of degrees of freedom are discussed. This is achieved using the balancing approximation method which is easily automated, guarantees stability and leads to highly accurate results. © 1998 John Wiley & Sons Ltd.  相似文献   

Theoretical analysis of strain response envelopes using incrementally non-linear constitutive equations     

P. Royis  T. Doanh 《国际地质力学数值与分析法杂志》1998,22(2):97-132

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南海北部地震危险性分析   总被引：4，自引：1，他引：4  

陈仁法  康英  黄新辉  杨选  丁原章 《华南地震》2009,29(4):36-45

在建立了比较可靠的南海北部地震目录以后,采用编制中国地震动参数区划图（2001）的方法,重新划分了南海北部海域的潜在震源区和调整了相关的地球物理参数,最终计算了南海北部海域50年超越概率10％的地震动峰值加速度。南海北部的地震动峰值加速度可分成东部高值区和西部低值区。东区的地震动峰值加速度在0．160g以上,西区大部分海域的地震动峰值加速度小于0．114g,并且与它们北侧的陆区大致相似。  相似文献   

Evolution of mid-channel bars in a braided river and complex response to reservoir construction: an example from the middle Hanjiang River,China     

Xu Jiongxin 《地球表面变化过程与地形》1997,22(10):953-965

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地震动输入界面的选取对深软场地地震效应的影响   总被引：4，自引：0，他引：4  

陈国兴  陈继华 《世界地震工程》2005,21(2):36-43

以天津和上海两个典型的深厚软弱场地为研究背景,探讨了地震动输入界面对场地地表地震动参数的影响。对于场地1(天津)和场地2(上海),分别选择7个和8个剪切波速(υs)大小不同的土层位置作为地震动输入界面,并选用Taft、Northridge地震加速度记录和南京人工波作为输入地震动,将Taft波、Northridge波和南京人工波的加速度峰值水平调整为0．35m／s^2、0．70m／s^2和0．98m／s^2,用SHAKE91程序对这两个场地进行了不同的地震动输入界面、输入地震波和峰值加速度水平的128种组合的场地地震反应分析。与从假想基岩面(υs≥500m／s)输入地震动的结果(假想的实际值)相比,可得到如下结论：(1)随着地震动输入界面深度(剪切波速)的增加,场地地表加速度反应谱逐渐地向实际值接近;(2)地震动输入界面的深度相同时,地震动加速度峰值水平越高,两者的加速度反应谱谱值的相对差异也越大;(3)对于一般建筑物,可以把剪切波速为400m／s左右的土层作为地震动输入界面;对于中长周期的建筑物,则应慎重选择地震动输入界面,最好选取υs≥500m／s^2的土层或基岩面作为地震动输入界面。  相似文献   

幂函数剪切模量成层土非线性地震反应的半解析算法   总被引：1，自引：0，他引：1  

王春玲  黄义  曹彩芹 《世界地震工程》2005,21(2):85-89

运用文献[1]所建议的动态应力一应变关系及其推广的Masing加卸载准则,考虑土料在地震等产生的不规则加载条件下的非线性滞回特征,将增量法与相应场地地震线性反应解析解[2]相结合,提出了该动力非线性方程的半解析时域算法,基于改进的一维剪切梁模型,对剪切模量是其深度的某一幂函数的成层非均质土层,建立了求解土体地震反应的非线性分析技术。针对文献[2]中的土层剖面,做了计算、分析和讨论。  相似文献