Effect of irregular structural configuration on floor acceleration demand in hill‐side buildings          下载免费PDF全文

Mitesh Surana  Yogendra Singh  Dominik H. Lang 《地震工程与结构动力学》2018,47(10):2032-2054

A suite of reinforced‐concrete frame buildings located on hill sides, with 2 different structural configurations, viz step‐back and split‐foundation, are analyzed to study their floor response. Both step‐back and split‐foundation structural configurations lead to torsional effects in the direction across the slope due to the presence of shorter columns on the uphill side. Peak floor acceleration and floor response spectra are obtained at each storey's center of rigidity and at both its stiff and flexible edges. As reported in previous studies as well, it is observed that the floor response spectra are better correlated with the ground response spectrum. Therefore, the floor spectral amplification functions are obtained as the ratio of spectral ordinates at different floor levels to the one at the ground level. Peaks are observed in the spectral amplification functions corresponding to the first 2 modes in the upper portion of the hill‐side buildings, whereas a single peak corresponding to a specific kth mode of vibration is observed on the floors below the uppermost foundation level. Based on the numerical study for the step‐back and split‐foundation hill‐side buildings, simple floor spectral amplification functions are proposed and validated. The proposed spectral amplification functions take into account both the buildings' plan and elevation irregularities and can be used for seismic design of acceleration‐sensitive nonstructural components, given that the supporting structure's dynamic characteristics, torsional rotation, ground‐motion response spectrum, and location of the nonstructural components within the supporting structure are known, because current code models are actually not applicable to hill‐side buildings.  相似文献   

Bivariate Gaussian mixture–based equivalent linearization method for stochastic seismic analysis of nonlinear structures          下载免费PDF全文

Sang‐ri Yi  Ziqi Wang  Junho Song 《地震工程与结构动力学》2018,47(3):678-696

To address challenges in stochastic seismic analysis of nonlinear structures, this paper further develops a recently proposed Gaussian mixture–based equivalent linearization method (GM‐ELM). The GM‐ELM uses a Gaussian mixture distribution model to approximate the probabilistic distribution of a nonlinear system response. Using properties of the Gaussian mixture model, GM‐ELM can decompose the non‐Gaussian response of a nonlinear system into multiple Gaussian responses of linear single–degree of freedom oscillators. With the set of the equivalent linear systems identified by GM‐ELM, response statistics as crossing rate and first‐passage probability can be computed conveniently using theories of linear random vibration analysis. However, the original version of GM‐ELM may lead to an inaccurate estimate because of the heuristic parameters of the linear system introduced to supplement insufficient information. To overcome this limitation and define unique equivalent linear systems, this paper proposes a further developed version of GM‐ELM, which uses a mixture of bivariate Gaussian densities instead of univariate models. Moreover, to facilitate the use of elastic response spectra for estimating the mean peak responses of a nonlinear structure, a new response spectrum combination rule is proposed for GM‐ELM. Two numerical examples of hysteretic structural systems are presented in this paper to illustrate the application of the bivariate GM‐ELM to nonlinear stochastic seismic analysis. The analysis results obtained by the bivariate GM‐ELM are compared with those obtained by the univariate GM‐ELM, the conventional equivalent linearization method, the tail equivalent linearization method, and Monte Carlo simulation. The supporting source code and data are available for download at https://github.com/yisangri/GitHub‐bGM‐ELM‐code.git  相似文献   

2016年8月24日意大利中部M_W6.2地震强地面运动特征分析          下载免费PDF全文

冯继威  李山有  宋晋东 《地震工程学报》2018,40(2):316-328

对意大利国家强震台网在2016年8月24日获得的其中部拉齐奥大区阿库莫利市发生的M_W6.2地震强震动三分向记录进行处理和分析。完成原始数据基线校正、滤波等基本数据处理,回归此次地震动幅值衰减规律,发现其整体与ITA08及BA08的衰减趋势一致,但远场实际值低于预测值,不同场地条件下的衰减特性与ITA10一致,近震源幅值较大,且方向性明显;计算并回归分析几种持时,与全球经验预测方程均基本吻合;比较4个幅值较大的近震源台站的反应谱,发现其明显高于欧洲抗震设计规范中的设计反应谱。结合此次震害特点,该地区在实际建设中仍需提高抗震设防能力,以确保安全性等级。  相似文献   

设计反应谱标定方法的研究现状与讨论          下载免费PDF全文

蒋晓涵  薄景山    王竞  韩昕  郭晓云  赵培培  谭启迪 《世界地震工程》2018,34(4):038-48

设计反应谱及其标定方法的研究是工程抗震研究领域的基本问题之一。在现有研究成果的基础上,归纳和总结了设计反应谱及其标定方法的研究历史和现状;评述了研究进程中的若干节点问题;介绍了设计反应谱的标定原理和当前几种有代表性的设计反应谱的标定方法;分析了设计反应谱标定参数的影响因素。在此基础上,对设计反应谱及其标定方法研究中的强震资料积累问题、谱形状问题、标定参数的确定问题以及标定方法等问题进行了讨论并提出了改进和进一步研究的建议。  相似文献   

基于波谱密度特性的海浪仿真研究   总被引：1，自引：0，他引：1  

李维嘉陈浩牧  解贵新 《海洋工程》2004,22(4):115-118

基于密闭液体的体积变化导致压力变化的特性,研制出了一种高响应、高精度的海浪仿真器,能够模拟海浪对任意水深处的影响作用。在保持微小频率段内总能量相等的条件下,通过规则波的合成,获得了描述已知波谱密度的海浪,并由海浪仿真器模拟出了任意水深处所受到的海浪作用,频谱分析表明模拟海浪具有与真实海浪相一致的波谱密度特性。  相似文献   

多方向不规则波传播变形数值模拟   总被引：2，自引：1，他引：1  

潘军宁左其华  王红川 《海洋工程》2004,22(3):14-19,29

在推广的缓坡方程数学模型基础上建立了多方向不规则波数学模型,综合考虑了波浪折射、绕射、反射、底摩擦和风能输入等因素。基于线性波浪理论,将波浪方向谱在频率和方向上按等能量分割法离散后,分别计算各组成波的传播变形,再计算合成波要素。缓坡方程数学模型采用改进的ADI法求解,计算效率高,稳定性好。采用椭圆形浅滩不规则波模型试验结果和单突堤不规则波绕射理论解对数学模型进行了验证,数值模拟结果和试验值及理论解符合良好。利用该模型进行了某港港内波浪折射、绕射和反射的联合数值模拟,给出了合理的港内波高分布。  相似文献   

大黄鱼病原弧菌拮抗菌筛选     

邹文政  鄢庆枇  林文雄  纪荣兴 《海洋科学》2004,28(3):5-9

用平板涂布法从集美海边分离到381株细菌,用平板划线法或点种法检验这些海洋细菌对两株病原弧菌(副溶血弧菌(Vibrio Parahaemolyticus)和溶藻弧菌(Vibrio alginolyticus)的拮抗作用。从中挑选2株对海水养殖动物病原弧菌有较好拮抗作用的细菌,编号为GX75和GZ46。对拮抗菌(GX75和GZ46进行了抗菌谱测定,结果表明,GX75对9株指示菌中的副溶血弧菌、河流弧菌和坎普氏弧菌有较好的拮抗作用,GZ46对副溶血弧菌、溶藻弧菌和坎普氏弧菌有较好的桔抗作用。在营养肉汤中,测定了GX75和GZ46的抗菌作用,表明(GX75和GZ46对副溶血弧菌拮抗作用很明显。  相似文献   

A response spectrum approach for seismic performance evaluation of actively controlled structures     

Mahendra P. Singh  Sarbjeet Singh  Enrique E. Matheu 《地震工程与结构动力学》2000,29(7):1029-1051

To evaluate and measure the effectiveness of active control schemes in reducing the response of structures subjected to earthquake excitations, it is common to use recorded or artificially generated earthquakes as input motions. This paper introduces the response spectrum analysis to evaluate linear control systems for seismic inputs defined by code‐prescribed or site‐specific ground response spectra. Using such a method one can evaluate a control system in a single analysis for the ensemble of time histories that are represented by the input response spectra. The response spectrum analysis can also facilitate the implementation of comprehensive parametric studies. A generalized response spectrum method is used to analyse systems with non‐symmetrical matrices that are caused by the general nature of the control actions imposed on the structure. The application of the method is demonstrated on several numerical examples of a building structure where the control force is applied through an active tuned‐mass damper. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

The shape of the seismic response interaction diagram: The effect of combination rules in response spectrum analysis     

Manuel Ritto-Corrêa  Ana Rita Tomaz  Luís Guerreiro 《地震工程与结构动力学》2020,49(14):1428-1451

This paper deals with the construction of seismic response interaction diagrams that show the correlation of multiple responses and are important to determine the critical combination of modal responses. Many design problems, such as column design under combined axial force and bending moments, fall into this category. We address general modal and multicomponent combination rules and study their effect on the shape of the response interaction diagrams, thus extending previous work done for quadratic combination rules. Special attention is given to multilinear combination rules which lead to polyhedral shapes. Having developed efficient methods to deal with polyhedral shapes, we explore the idea of adopting a multilinear modal combination rule to compose with a multicomponent percentage rule.  相似文献   

Separation of PP- and PS-wave reflected seismic data using two-dimensional finite offset common-reflection-surface traveltime approximation     

Raphael Di Carlo Silva dos Santos  João Carlos Ribeiro Cruz  Manuel de Jesus dos Santos Costa 《Geophysical Prospecting》2020,68(7):2046-2063

Recently, the interest in PS-converted waves has increased for several applications, such as sub-basalt layer imaging, impedance estimates and amplitude-versus-offset analysis. In this study, we consider the problem of separation of PP- and PS-waves from pre-stacked multicomponent seismic data in two-dimensional isotropic medium. We aim to demonstrate that the finite-offset common-reflection-surface traveltime approximation is a good alternative for separating PP- and PS-converted waves in common-offset and common shot configurations by considering a two-dimensional isotropic medium. The five parameters of the finite-offset common-reflection-surface are firstly estimated through the inversion methodology called very fast simulated annealing, which estimates all parameters simultaneously. Next, the emergence angle, one of the inverted parameters, is used to build an analytical separation function of PP and PS reflection separation based on the wave polarization equations. Once the PP- and PS-converted waves were separated, the sections are stacked to increase the signal-to-noise ratio using the special curves derived from finite-offset common-reflection-surface approximation. We applied this methodology to a synthetic dataset from simple-layered to complex-structured media. The numerical results showed that the inverted parameters of the finite offset common-reflection-surface and the separation function yield good results for separating PP- and PS-converted waves in noisy common-offset and common shot gathers.  相似文献