多点激励下多跨斜拉桥缩尺模型的地震响应研究．部分2：数值分析

研究目的：通过非线性动力有限元分析,模拟多塔斜拉桥在多点激励下的地震响应以及揭爪其在强震下的倒塌破坏模式。创新要点：解决了多塔斜拉桥的非线性动力数值模拟技术,并首次模拟了多塔斜拉桥在强震下的破坏模式。研究方法：首先采用隐式的Newmark-β法求解多点地震激励下的非线性动力方程（图3）,随后采用显式的中心差分格式对强震作用下桥梁的倒塌破坏过程进行数值仿真（图4）。重要结论：1．单主梁模犁的数值结果可以很好地反映地震模拟振动台试验的地震响应结果;2．在加速度峰值为4．0m／s2的E1。Centro波时,多塔斜拉桥模型只出现了中塔支座的破坏;3．在加速度峰值为4．0m／s2的江心波时,多塔斜拉桥模型先后出现了支序破坏、拉索与塔的连接破坏以及中塔上塔柱段的单元失效。     

空间相关的多点多维地震动合成方法

基于谱方法的随机场理论,借助功率谱密度函数来描述地震动随机场,同时考虑不同点、不同向地震动分量间的相关性,分别采用Clough-Penzien模型和屈铁军-王君杰相干模型来描述平稳自功率谱和平稳互功率谱,建立了空间相关的多点多维地震动合成方法。采用Matlab R2010b编制生成程序,并以某445m大跨度拱桥场地条件为例,生成空间相关的多点多维地震动时域样本,并将该时域样本的功率谱密度函数与目标功率谱密度函数进行对比。结果表明:模拟结果与目标值吻合较好,按照上述方法生成的多点多维地震时域样本满足要求。     

Dynamic reliability evaluation of double-layer cylindrical latticed shell under multi-support excitations

To overcome the excessive computational cost and/or bad accuracy of traditional approaches,the probabilistic density evolution method(PDEM) is introduced.The dynamic reliability of a double-layer cylindrical latticed shell is evaluated by applying PDEM and Monte Carlo Method(MCM) respectively,and four apparent wave velocities(100 m/s,500 m/s,800 m/s and 1 200 m/s) and five thresholds(0.1 m,0.2 m,0.3 m,0.4 m and 0.5 m) are taken into consideration.Only the difference between threshold and maximal deformation...     

多点激励下多跨斜拉桥缩尺模型的地震响应研究．部分1：振动台试验

研究目的：创新要点：为多塔斜拉桥在一致激励和非一致激励下地震响应的研究提供地震模拟振动台全桥试验方法,并有助于加强多塔斜拉桥抗震性能和抗震设计的认识。1．建立了地震模拟振动台多台阵试验方法,并首次将其应用于多塔斜拉桥全桥比例缩尺模型的地震响应分析之中;2．通过地震模拟振动台试验,揭示了多塔斜拉桥在多点一致激励和多点非一致激励的地震响应特性并提出了多塔斜拉桥在强震下的破坏模式。研究方法：1．基于动力相似理论,设计与制作了多塔斜拉桥的全桥比例缩尺模型（图2）;2．利用地震模拟振动台多台阵试验,根据在不同地震波作用下和考虑行波效应后多塔斜拉桥模型的主梁和主塔响应,分析了多塔斜拉桥在多点一致激励和多点非一致激励的地震响应特性（图5～图8）;3．根据在地震波不同强度作用下多塔斜拉桥模型的主梁和主塔响虚,分析了多塔斜拉桥在强震下的破坏模式和地震响应（图9）。重要结论：1．江心波作用下该多塔斜拉桥的地震响应大于其他三种地震波;2．多塔斜拉桥在抗震设计时需要考虑行波效应的影响;3．在El-Centro波的加速度峰值高达4．0m／s^2时,多塔斜拉桥模型出现了支座破坏。     

Response of a transmission tower-line system at a canyon site to spatially varying ground motions

Collapses of transmission towers were often observed in previous large earthquakes such as the Chi-Chi earthquake in Taiwan and Wenchuan earthquake in Sichuan, China. These collapses were partially caused by the pulling forces from the transmission lines generated from out-of-phase responses of the adjacent towers owing to spatially varying earthquake ground motions. In this paper, a 3D finite element model of the transmission tower-line system is established considering the geometric nonlinearity of transmission lines. The nonlinear responses of the structural system at a canyon site are analyzed subjected to spatially varying ground motions. The spatial variations of ground motion associated with the wave passage, coherency loss, and local site effects are given. The spatially varying ground motions are simulated stochastically based on an empirical coherency loss function and a filtered Tajimi-Kanai power spectral density function. The site effect is considered by a transfer function derived from 1D wave propagation theory. Compared with structural responses calculated using the uniform ground motion and delayed excitations, numerical results indicate that seismic responses of transmission towers and power lines are amplified when considering spatially varying ground motions including site effects. Each factor of ground motion spatial variations has a significant effect on the seismic response of the structure, especially for the local site effect. Therefore, neglecting the earthquake ground motion spatial variations may lead to a substantial underestimation of the response of transmission tower-line system during strong earthquakes. Each effect of ground motion spatial variations should be incorporated in seismic analysis of the structural system.     

高层建筑地震反应的多模态控制(英文)

运用ＭＴＭＤｓ系统对高层建筑的地震反应进行多模态控制研究．首先描述了ＭＴＭＤｓ系统的构造及其主要参数,建立了高层建筑－ＭＴＭＤｓ系统耦联体系的运动方程,并对简谐地面运动激励下的多模态控制进行了参数优化,最后应用ＭＴＭＤｓ系统对受１９４０年Ｅｌ－Ｃｅｎｔｒｏ（ＮＳ方向）地震波激励的某１１层框架建筑进行了数值模拟,其结果显示多模态控制下该框架建筑的顶层位移幅值比单模态控制时降低了２０％左右;从而得出结论：ＭＴＭＤｓ系统是高层建筑地震反应控制的一种有效、可靠并实用的被动控制措施,且多模态控制比单模态控制具有更好的实用性和可靠性,因而展示了更广阔的应用前景．     

(2+1)维长短波相互作用方程的新探索

利用广义映射法研究了(2 1)维长短波相互作用方程，其解可以包含Riccati方程，cubicNKG方程的解，同时还能简单、直观、有效地得到许多新解。     

塔式起重机的动力特性及地震响应分析

为了分析塔式起重机的动力特性及在不同水平下的地震响应,首先借助ANSYS有限元分析软件,对塔式起重机进行模态分析;其次对塔式起重机的有限元模型分别输入EI Centro、Taft及汶川什邡八角站三种激励地震波,分析塔身和水平横梁节点地震响应,最后讨论塔式起重机的抗震设计要点及隔震措施。结果表明：塔式起重机的塔臂疲劳主要由地震反应谱中的窄带过程控制,反之,塔臂的折断破坏是由宽带过程起主要作用。     

Influence of water saturation on propagation of elastic waves in transversely isotropic nearly saturated soil

Biot's two-phase theory for fluid-saturated porous media was applied in a study carried out to investigate the influence of water saturation on propagation of elastic wave in transversely isotropic nearly saturated soil. The characteristic equations for wave propagation were derived and solved analytically. The results showed that there are four waves: the first and second quasi-longitudinal waves (QP1 and QP2), the quasi-transverse wave (QSV) and the anti-plane transverse wave (SH). Numerical results are given to illustrate the influence of saturation on the velocity, dispersion and attenuation of the four body waves. Some typical numerical results are discussed and plotted. The results can be meaningful for soil dynamics and earthquake engineering.     

Semi-active control of a cable-stayed bridge under multiple-support excitations

INTRODUCTIONAlthoughmanyeffortsweremadeoverthepastdecadestounderstandthedynamicbehaviorofcable-stayedbridges(WilsonandGravelle,1991),verylittlehasbeenreportedintheliteratureabouttheirseismicresponse-controlanalysis.Eveninthosestudiesreported,onlyuniformearthquakemotionwasassumedalongtheentirebridge(NiandSpencer,2000;Jungetal.,2001;Yozo,2002).Thisassumption,however,maybeunrealisticforlongspanbridgessincethedifferencesingroundmotionamongdifferentsupportsduetotravelingseismicwavesmayresult…     

Semi-active control of a cable-stayed bridge under multiple-support excitations

This paper presents a semi-active strategy for seismic protection of a benchmark cable-stayed bridge with consideration of multiple-support excitations. In this control strategy, Magnetorheological (MR) dampers are proposed as control devices, a LQG-clipped-optimal control algorithm is employed. An active control strategy, shown in previous researches to perform well at controlling the benchmark bridge when uniform earthquake motion was assumed, is also used in this study to control this benchmark bridge with consideration of multiple-support excitations. The performance of active control system is compared to that of the presented semi-active control strategy. Because the MR fluid damper is a controllable energy- dissipation device that cannot add mechanical energy to the structural system, the proposed control strategy is fail-safe in that bounded-input, bounded-output stability of the controlled structure is guaranteed. The numerical results demonstrated that the performance of the presented control design is nearly the same as that of the active control system; and that the MR dampers can effectively be used to control seismically excited cable-stayed bridges with multiple-support excitations.     

Influence of water saturation on propagation of elastic waves in transversely isotropic nearly saturated soil

INTRODUCTIONIthaslongbeenrecognizedthatcompression alwavespropagationinsaturatedsoilsisstronglyaffectedbythewaterfillingtheintersticesofthesoilgrains.HardinandRichart(1 963 )appliedthetwo phasetheoryofBiot(1 956)andstudiedtheinfluenceoftheconfiningpressur…     

大跨度钢管混凝土拱桥的稳定与振动

通过理论研究和数值计算，详细分析了大跨径钢管混凝土双肋拱桥的侧倾稳定性和地震响应。首先，根据双肋拱桥结构在竖向均布荷栽作用下的侧倾稳定临界力的近似解析解，讨论了横撑设置、横撑刚度等因素对稳定性的影响。其次，基于多点激振理论和拟静力位移概念，介绍了拱桥结构的动力特点和地震动作用下的响应，并讨论了行波效应的影响。分析表明，地震行波作用对大跨度拱桥影响很大，横撑设置对稳定性敏感。     

玻璃钢复合材料板材Lamb波传播特性分析

基于Lamb波在各向异性材料的波动方程和频散原理,采用斜入射法激发A0模态兰姆波。针对板材的铺层角度、各接收点方向和频厚积等因素对衰减规律和传播速度规律有较大影响,采用有限元软件建立玻璃钢复合材料层合板模型,对各影响因素进行数值模拟研究。研究表明:Lamb波传播特性与纤维铺层方式有关,声速及衰减特性沿纤维方向和非纤维方向传播声速和衰减差异较大,并且呈对称现象,频厚积在0.6~1.8 MHz·mm,对传播声速和衰减影响为线性下降且趋于平稳。     

埋设管线穿过不同介质时的地震反应研究

本文应用表面波理论计算埋设管线穿过不均匀场地时的地震反应。用带竖直断面的分层介质模拟不均匀场地。从断面两侧的变形、应力连续条件近似确定两侧由表面波引起的场地运动,将所得的场地运动输入到以弹性地基梁模拟的管线上,得出管线的地震反应。最后通过计算实例对结果进行了比较分析。     

（2＋1）维Boiti—Leon—Pempinelli方程（BLP）的新显式精确解和混沌行为

利用改进的Riccati方程映射法,得到了(2 1)维Boiti-Leon-Pempinelli方程的新显式精确解。根据得到的解,利用Lorenz系统研究了(2 1)维Boiti-Leon-Pempinelli方程的混沌行为。     

(2+1)维Boiti-Leon-Pempinelli方程(BLP)新显式精确解和混沌行为

利用改进的Riccati方程映射法,得到了(2 1)维Boiti-Leon-Pempinelli方程的新显式精确解。根据得到的解,利用Lorenz系统研究了(2 1)维Boiti-Leon-Pempinelli方程的混沌行为。     

Influence of structure plane size on seismic response of soil-structure interaction

The influence of the change of structure plane size on seismic response was studied for a soil-structure interaction system. Based on the finite element method, a soil-structure interaction calculation model was established to analyze the seismic response by changing the structure plane size and choosing different earthquake waves for different soil fields. The results show that when the natural periods of vibration for different structure plane sizes are close, under the same earthquake wave, the total displacement on the top layer of the structure and the foundation rotation displacement decrease with the increase of structure plane size, and the proportion of superstructure elastic selfdeformation displacement to the total displacement increases with the increase of structure plane size. While for different types of sites and seismic waves, under the horizontal and vertical seismic waves, the seismic responses of different plane sizes have a similar change rule.     

交流伺服电动缸在地震模拟振动台中的应用

交流伺服电动缸凭借其优异的控制性和相对较低的成本,特别是其核心部件——交流伺服电机的控制精度高、加速性能好、有良好的矩频特性和过载能力,使得利用电动缸进行地震模拟成为可能。交流伺服电动缸振动台成本低、控制简单,在地震教学演示、构件及小型结构振动台实验中优点突出,具有广泛的应用前景。将伺服电动缸和微机控制技术相结合,实现了一条单向地震波的模拟仿真输出。结果表明,在一定的加速度范围内模拟效果良好,模拟极限加速度值和模拟效果取决于交流伺服电动缸的性能和台面载荷。     

用广义映射法研究非线性薛定谔系统

利用广义映射法,研究非线性薛定谔系统,得到了它的周期波解、具有周期性行为的孤波解和雅科比椭圆函数解,并解释了两列互相垂直的具有周期性行为的孤波相互作用后产生新的孤波结构的现象。