Rayleigh 阻尼作用下斜拉桥扭转振动     

范家参  罗永康 《地震研究》1988,(4)

在侧向风力或侧向水平地源力作用下,斜拉桥容易发生扭转振动。本文采用非线性Rayleigh阴尼,它能反映在低速振动时有激发而加速振动,至一定高速后又衰减的完整振动过程。对非线性的统辖方程及定解条件,先使之无量纲化,再按非线性项的系数这个小参数展开未知函数,得到线性化的各级近似方程。把待求函数展成梁轴坐标的Fourier级数,其系数为待定的时间函数,应用Fourier级数的正交性,得到求解未知时间函数的二阶常微分方程,完全类似单自由度质点在线性粘滞性阻尼作用下的统辖方程,其解为已知。  相似文献   

Silent boundary for time domain wave motion analyses based on direct energy deletion     

M.O. Al-Hunaidi   《Soil Dynamics and Earthquake Engineering》1990,9(2)

  相似文献   

地震反应分析中的主时段     

柔洁  宋和平 《内陆地震》1991,5(1):42-47

在计算反应谱及土层反应时,发现反应谱的形态和大小只受时程的主要部分控制,由此给出主时段的定义和确定主时段的方法。主时段的应用不仅可以大大缩短计算时间,而且能够成为持时的一种有物理意义的度量。  相似文献   

Time effects on dynamic soil properties under random excitation conditions     

F. Amini 《Soil Dynamics and Earthquake Engineering》1995,14(6):439-443

Two types of clayey soils, a kaolinite and a bentonite, were tested using a resonant column apparatus under random excitation conditions. The concept of root mean square (rms) strain was utilized for the purpose of strain calculations during random loading. The conventional estimator of the transfer function was used for random vibration analysis. The effect of confinement duration (at a constant pressure) on dynamic soil properties, namely damping and shear modulus, was evaluated. The results indicate that for both cohesive soils, the effect of time was less pronounced during random vibration than sinusoidal loading at the same rms strain. This effect is however more pronounced when the peak shearing strain of sinusoidal loading is considered. Furthermore, time effects were more pronounced at low strain levels than at high strain levels.  相似文献   

土木工程结构的双层多重调谐质量阻尼器控制策略   总被引：4，自引：0，他引：4  

李春祥 《地震工程与工程振动》2005,25(1):113-119

为能得到用尽可能少的调谐质量阻尼器(TMD)组成有效性和鲁棒性高的多重调谐质量阻尼器控制系统，本文提出了一种适用于土木工程结构的新控制策略——双层多重调谐质量阻尼器(DMT—MD)。使用定义的优化目标函数，评价了双层多重调谐质量阻尼器(DMTMD)的控制性能。数值结果表明，双层多重调谐质量阻尼器(DMTMD)比多重凋谐质量阻尼器(MTMD)具有更好的有效性和对频率调谐的鲁棒性。DMTMD比双重调谐质量阻尼器(DTMD)具有更好的有效性，而DMTMD和DT—MD对频率调谐的鲁棒性近似相同。因此，双层多重调谐质量阻尼器是一种先进的结构控制策略。  相似文献   

多维地震动各方向相关性对拱坝动应力的影响     

吴健  金峰  徐艳杰 《地震工程与工程振动》2005,25(2):50-54

本文将随机振动的虚拟激励法与拱坝-地基动力相互作用FE-BE-IBE时域模型结合，发展了一个可以考虑多维随机地震动作用下的拱坝动力响应计算模型，并用Monte Garlo方法对模型进行了验证，计算结果表明，地震动分量的相关性对结构的动力响应存在一定影响，合理考虑地震动各方向分量的相关性可以更好地计算实际地震作用下的拱坝动力响应。  相似文献   

斜拉桥纵向设置粘滞阻尼器参数分析   总被引：4，自引：2，他引：4  

韩万水  黄平明  兰燕 《地震工程与工程振动》2005,25(6):146-151

采用Maxwell阻尼模型模拟了粘滞阻尼器的滞回耗能特性。通过对设置粘滞阻尼器斜拉桥纵向非线性地震反应的分析，讨论了粘滞阻尼器各参数对结构地震响应的影响，并通过计算证实了粘滞阻尼器具有良好的消能减振效果。  相似文献   

Parameter identification of framed structures using an improved finite element model‐updating method—Part I: formulation and verification     

Eunjong Yu  Ertugrul Taciroglu  John W. Wallace 《地震工程与结构动力学》2007,36(5):619-639

In this study, we formulate an improved finite element model‐updating method to address the numerical difficulties associated with ill conditioning and rank deficiency. These complications are frequently encountered model‐updating problems, and occur when the identification of a larger number of physical parameters is attempted than that warranted by the information content of the experimental data. Based on the standard bounded variables least‐squares (BVLS) method, which incorporates the usual upper/lower‐bound constraints, the proposed method (henceforth referred to as BVLSrc) is equipped with novel sensitivity‐based relative constraints. The relative constraints are automatically constructed using the correlation coefficients between the sensitivity vectors of updating parameters. The veracity and effectiveness of BVLSrc is investigated through the simulated, yet realistic, forced‐vibration testing of a simple framed structure using its frequency response function as input data. By comparing the results of BVLSrc with those obtained via (the competing) pure BVLS and regularization methods, we show that BVLSrc and regularization methods yield approximate solutions with similar and sufficiently high accuracy, while pure BVLS method yields physically inadmissible solutions. We further demonstrate that BVLSrc is computationally more efficient, because, unlike regularization methods, it does not require the laborious a priori calculations to determine an optimal penalty parameter, and its results are far less sensitive to the initial estimates of the updating parameters. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

绿柱石通道中配合物的振动光谱和辐照裂解   总被引：2，自引：1，他引：2  

亓利剑  叶松  向长金  裴景成  石国华 《地质科技情报》2001,20(3):59-64

以四川平武富碱型绿柱石为研究对象 ,采用 IR和 L RM测试方法 ,重点对通道中氢化物和多聚合离子的配位构型、辐照裂解及热致转型进行了较深入系统的研究。研究表明 ,在该区成矿作用条件下 ,绿柱石通道中的钠离子趋向与氢离子化合反应生成 Na H氢化物 ,并占据通道中的 C2 位。在垂直 c轴方向上 ,以 3165 cm-1,3114 cm-1及 30 31cm-1伸缩振动弱吸收谱带为特征。[Fe2 ( OH) 4 ] 2 多聚合离子占据通道中的 C1位 ,以 32 34 cm-1伸缩振动锐吸收谱带为特征 (∥ c轴 )。辐照作用导致上述多聚合离子的裂解 ,并形成不稳定的 [H0 ] i心和相对稳定的 [Fe3 ] OH心。与之对应的吸收谱带分别出现在 3110 cm-1(⊥ c轴 )和 335 5cm-1(∥c轴 )处。通道中 Na H和 [Fe2 ( OH) 4 ] 2 多聚合离子的存在 ,可视为该类型绿柱石的一个重要的成因标志。  相似文献   

An experimental investigation of water level effects on the dynamic behaviour of a large arch dam     

Jean Proulx  Patrick Paultre  Julien Rheault  Yannick Robert 《地震工程与结构动力学》2001,30(8):1147-1166

The need for full‐scale dynamic tests, which are recognized as the most reliable method to evaluate a structure's vibration properties, is increasing as new analysis techniques are developed that take into account the complex interaction phenomenons that occur in dam–reservoir–foundation systems. They are extremely useful to obtain reliable data for the calibration of newly developed numerical methods. The Earthquake Engineering and Structural Dynamics Research Center (CRGP) at the University of Sherbrooke has been developing and applying dynamic testing methods for large structures in the past 10 years. This paper presents the experimental evaluation of the effects of the varying water level on the dynamic response of the 180 m Emosson arch dam in Switzerland. Repeated forced‐vibration tests were carried out on the dam during four different periods of the reservoir's filling cycle during a one‐year span. Acceleration and hydrodynamic pressure frequency responses were obtained at several locations while the dam was subjected to horizontal harmonic loading. The variation of the resonant frequencies as a function of the reservoir level is investigated. A summary of the ongoing numerical correlation phase with a three‐dimensional finite element model for the dam–reservoir–foundation system is also presented. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献