双座串联大跨度斜拉桥粘滞阻尼器参数分析          下载免费PDF全文

沈文爱  黄鸣柳  朱宏平  何友娣  张强 《世界地震工程》2020,(4):155-162

以双座串联大跨度斜拉桥-珠海洪鹤大桥为背景，根据桥梁自振特性及场地效应，生成了三组人工波，采用纵向+2/3竖向的地震作用组合输入方式，通过非线性时程分析，系统的研究了粘滞阻尼器对双座串联大跨度斜拉桥减震性能的影响。同时为了确定粘滞阻尼器的最优参数，对粘滞阻尼器的阻尼系数C和速度指数α进行了参数敏感性分析。结果表明:设置纵向粘滞阻尼器能够显著减小双座串联斜拉桥的纵向位移响应，减小主梁在串联处发生碰撞的概率，同时改善主塔塔底结构受力情况，具有良好的耗能减震效果。综合考虑安全性、适用性和经济性等方面，最后给出针对洪鹤大桥的最优粘滞阻尼器参数:速度指数α为0.3，阻尼系数C为3 000kN/（m/s）^0.3。  相似文献   

基于能量原理的粘滞阻尼器附加阻尼系数分配方法研究          下载免费PDF全文

王子龙  任文杰  杨新磊  陈博文 《世界地震工程》2020,(3):027-37

以线性粘滞阻尼器加固剪切型规则框架结构为研究对象，基于能量原理提出附加阻尼系数正比于层间位移平方的分配方式。以六层和十二层钢筋混凝土框架为例，以确保结构在中震时保持弹性状态为设计目标，分别采用附加阻尼系数正比于层间位移平方的分配方式以及现有的分配方式，对结构进行消能减震设计。计算结果表明:有控结构均满足中震不坏的要求，层间位移角限值均未超过1/550，减震效果良好；附加阻尼系数正比于层间位移平方的分配方式得出的总阻尼系数最小，为最经济的设计结果。  相似文献   

长江河口潮波传播机制及阈值效应分析   总被引：1，自引：0，他引：1  

张先毅  黄竞争  杨昊  欧素英  刘锋  蔡华阳  杨清书 《海洋与湖沼》2019,50(4):788-798

河口潮波传播过程受沿程地形(如河宽辐聚、水深变化)及上游径流等诸多因素影响,时空变化复杂。径潮动力非线性相互作用研究有利于揭示河口潮波传播的动力学机制,对河口区水资源高效开发利用具有重要指导意义。本文基于2007—2009年长江河口沿程天生港、江阴、镇江、南京、马鞍山、芜湖的逐日高、低潮位数据及大通站日均流量数据,统计分析不同河段潮波衰减率与余水位坡度随流量的变化特征,结果表明潮波衰减率绝对值与余水位坡度随流量增大并不是单调递增,而是存在一个阈值流量和区域,对应潮波衰减效应的极大值。为揭示这一阈值现象,采用一维水动力解析模型对研究河段的潮波传播过程进行模拟。结果表明,潮波传播的阈值现象主要是由于洪季上游回水作用随流量加强,余水位及水深增大,导致河口辐聚程度减小,而余水位坡度为适应河口形状变化亦有所减小,从而形成相对应的阈值流量和区域。  相似文献   

Direct finite element method for nonlinear earthquake analysis of concrete dams: Simplification,modeling, and practical application     

Arnkjell Løkke  Anil K. Chopra 《地震工程与结构动力学》2019,48(7):818-842

A direct finite element (FE) method for nonlinear response history analysis of semi-unbounded dam-water-foundation systems has recently been presented. The analysis procedure employs standard viscous-damper absorbing boundaries to model the semi-unbounded foundation and fluid domains and specifies the seismic input as effective earthquake forces—determined from a control motion defined at the foundation surface—at these boundaries. Presented in this paper are several simplifications to this direct FE method that greatly facilitates its implementation in commercial FE software. Also addressed is the modeling of the principal nonlinear mechanisms for concrete dams, calibration of damping in the numerical model to ensure consistency with values measured at actual dams, and practical procedures for implementation of the direct FE method with a commercial FE program.  相似文献   

基于背景噪声研究青藏高原东北缘瑞利波相速度和方位各向异性   总被引：2，自引：1，他引：1       下载免费PDF全文

王琼  高原 《地球物理学报》2018,61(7):2760-2775

本研究收集了甘肃、青海、宁夏等118个宽频带数字地震台站的连续波形资料，利用噪声互相关，经过计算和筛选，在5~38 s范围内，共得到5773条瑞利波相速度频散曲线.然后采用1°×1°的网格划分，反演获得青藏高原东北缘相速度和方位各向异性分布.结果表明：短周期8~12 s内，鄂尔多斯从低速异常变为高速异常；该周期范围内各向异性结果与区域断裂走向有很好的一致性.18~25 s周期内，祁连地块、松潘-甘孜地块、羌塘地块低速异常范围逐渐变大，随周期增加地壳低速异常与人工探测结果相符；鄂尔多斯表现为速度随周期增加逐渐变大，说明其中下地壳速度相对偏高，不存在低速异常；该周期范围内的各向异性特征表现为，祁连地块和松潘甘孜地块大致呈NW-SE方向，而青藏高原内部快波方向显示了顺时针旋转的形态.在30~35 s范围内面波速度主要受莫霍面深度和莫霍面附近介质速度的影响，与地壳厚度分布有非常好的吻合.综合不同方法获得的各向异性研究结果，支持印度-欧亚板块的碰撞使青藏高原东北缘地壳发生缩短和逐渐隆升的观点，认为整个岩石圈的垂直缩短变形是青藏高原东北缘的主要形成机制.  相似文献   

RESEARCH ON PASSIVE SERVO SEISMIC ROTATIONAL ACCELERATION SENSOR WITH LARGE DAMPING     

QU Ming-zhe  GAO Feng  YANG Xue-shan  YANG Dong-xia 《地震地质》2018,40(5):1170-1178

Many strong motion records show that under the strong seismic vibration of, the torsional disfigurement of building structures is a common and serious damage. At present, there are no special sensors for measuring seismic rotation in the world. Most of the experts obtain rotational components through observing deformation, theoretical analysis and calculation. The theory of elastic wave and source dynamics also prove the conclusion that the surface of the earth will rotate when an earthquake occurs. Based on a large number of investigations and experiments, a rotational acceleration sensor was developed for the observation of the rotational component of strong ground motions. This acceleration sensor is a double-pendulum passive servo large-damped seismic rotational acceleration sensor with the moving coil transducer. When an earthquake occurs, the seismic rotational acceleration acts on the bottom plate at the same time. The magnetic circuit system and the middle shaft fixedly connected to the bottom plate follow the bottom plate synchronous vibration, and the moving part composed of the mass ring, the swing frame and the moving ring produces relative corners to the central axis. The two working coils mounted on the two pendulums produce the same relative motion with respect to the magnetic gaps of the two magnetic circuits. Both working coils at this time generate an induced electromotive force by cutting magnetic lines of force in the respective magnetic gaps. The generated electromotive forces are respectively input to respective passive servo large damper dynamic ring transducer circuits and angular acceleration adjusting circuits, and the signals are simultaneously input to the synthesizing circuit after conditioning. Finally, the composite circuit outputs a voltage signal proportional to the seismic rotational acceleration to form a seismic rotational acceleration sensor. The paper presents the basic principles of the rotational acceleration sensor, including its mechanical structure diagram, circuit schematic diagram and mathematical models. The differential equation of motion and its circuit equation are derived to obtain the expressions of the main technical specifications, such as the damping ratio and sensitivity. The calculation shows that when the damping ratio is much larger than 1, the output voltage of the passive servo large damping dynamic coil transducer circuit is proportional to the ground rotation acceleration, and the frequency characteristic of bandpass is wider when the damping ratio is larger. Based on the calibration test, the dynamic range is greater than or equal to 100dB and the linearity error is less than 0.05%. The amplitude-frequency characteristics, the phase-frequency characteristics and their corresponding curves of the passive servo rotational acceleration sensor are acquired through the calculations. Based on the accurate measurement of the micro-vibration of the precision rotating vibration equipment, the desired result is obtained. The measured data are presented in the paper, which verify the correctness of the calculation result. The passive servo large damping rotational acceleration sensor has simple circuit design, convenient operation and high resolution, and can be widely applied to seismic acceleration measurement of earthquake or structure.  相似文献   

Effects of the improper modeling of viscous damping on the first-mode and higher-mode dominated responses of base-isolated buildings     

Hamidreza Anajafi  Ricardo A. Medina  Erin Santini-Bell 《地震工程与结构动力学》2020,49(1):51-73

In many finite element platforms, a classical global damping matrix based on the elastic stiffness of the system (including isolators) is usually developed as part of the solution to the equations of motion of base-isolated buildings. The conducted analytical and numerical investigations illustrate that this approach can lead to the introduction of unintended damping to the first and higher vibration modes and the spurious suppression of the respective structural responses. A similar shortcoming might be observed even when a nonclassical damping model (ie, an assembly of the superstructure and isolation system damping sub-matrices) is used. For example, the use of Rayleigh damping approach to develop the superstructure damping sub-matrix can lead to the undesired addition of damping to the isolated mode arising from the mass-proportional component of the superstructure damping. On the other hand, the improper use of nonclassical stiffness-proportional damping (eg, determining the proportional damping coefficient, β_k , based on the first mode) can result in assigning significant damping to the higher-modes and the unintended mitigation of the higher-mode responses. Results show that a nonclassical stiffness-proportional model in which β_k is determined based on the second modal period of a base-isolated building can reasonably specify the intended damping to the higher modes without imparting undesirable damping to the first mode. The nonclassical stiffness-proportional damping can be introduced to the numerical model through explicit viscous damper elements attached between adjacent floors. In structural analysis software such as SAP2000®, the desired nonclassical damping can be also modeled through specifying damping solely to the superstructure material.  相似文献   

含孔隙介质的分层半空间表面瑞利波的衰减特性          下载免费PDF全文

阎守国  谢馥励  张碧星 《地球物理学报》2018,61(2):781-791

以分层半空间内部含有一层孔隙介质为物理模型进行数值计算，研究半空间表面瑞利波的传播和衰减特性.为更加接近实际，结合瑞利波的激发特性，确定了瑞利波的主衰减曲线，并主要以此进行规律分析.针对速度递增和含低速层这两种典型的地质模型，讨论了瑞利波的传播衰减在不同地质模型下的特性，并分析了各自的规律.结果表明，在这两种模型下瑞利波的主衰减曲线都受孔隙介质所处空间位置影响产生比较明显的变化，但衰减系数极大值对应的波长与模型的表层厚度存在较明显的线性对应关系，利用这一关系，可以在实际勘探中快速得到表层介质厚度.另外，通过对比分析还可以看到，瑞利波主衰减曲线随孔隙介质的孔隙度和渗透率的变化都强于主频散曲线的变化，表明衰减曲线对孔隙度和渗透率的变化更加敏感，理论上更加适合进行介质参数反演工作.综合对比结果，我们认为瑞利波主衰减曲线中包含了更丰富的介质参数信息，如果能够有效利用，将可以提高瑞利波勘探的准确性和应用范围.  相似文献   

地震槽波的数学-物理模拟初探   总被引：2，自引：0，他引：2       下载免费PDF全文

皮娇龙  滕吉文  刘有山 《地球物理学报》2018,61(6):2481-2493

针对地震槽波在低速层的传播特性，开展了煤层内地震槽波勘探的数值模拟和物理模拟研究的初探工作.在数值模拟研究方面，采用交错网格有限差分法对煤层中的地震槽波进行三分量全波场模拟.基于波场快照和人工合成地震记录研究了不同模型中的波场特征和各种波型的传播规律.在物理模拟方面，通过选用不同配比的环氧树脂和硅橡胶类材料构建地震槽波物理模型，利用透射法和反射法观测系统获得了清晰的地震槽波记录以研究槽波的地震学特征.研究表明，在煤层内槽波的地震波场中，Love型槽波的能量小于Rayleigh型槽波的SV分量，大于Rayleigh型槽波的SH分量.相对于Love型槽波和Rayleigh型槽波的SH分量，Rayleigh型槽波的SV分量在围岩中的泄露能量较强.在煤层界面附近的围岩中，地震波仍以槽波形式传播，随着距离的增加能量逐渐衰减.随着煤层变薄，煤层槽波主频向高频方向移动，频散现象增强，传播速度增大.  相似文献   

基于萤火虫和蝙蝠群智能算法的瑞雷波频散曲线反演   总被引：1，自引：0，他引：1       下载免费PDF全文

蔡伟  宋先海  袁士川  胡莹 《地球物理学报》2018,61(6):2409-2420

反演瑞雷波频散曲线能有效获取地层横波速度和厚度.但由于其高度的非线性、多参数、多极值等特点，传统的全局搜索方法易出现收敛速度慢、早熟收敛及搜索精度低的问题.鉴于此，本文提出并测试了基于萤火虫优化算法（FA）和带惯性权重的蝙蝠优化算法（WBA）的新的瑞雷波频散曲线反演策略.在瑞雷波频散曲线反演中，FA全局搜索能力强，但后期搜索精度低，而WBA局部搜索能力强，搜索精度高，但易出现早熟收敛.故本文将二者结合，提出了一种新的优化策略，称其为WFBA，即在反演前期使用FA，后期使用WBA，很好地解决了FA后期搜索精度低及WBA早熟收敛的问题.本文首先反演了三个典型理论模型的无噪声、含噪声的数据，验证了WFBA对瑞雷波数据反演的有效性与稳定性.然后将WFBA与WBA、FA单独反演以及不含惯性权重的FBA和粒子群优化算法（PSO）反演的结果进行了对比，说明了WFBA相对于WBA、FA、FBA和PSO具有更稳定、收敛速度更快、求解精度更高等优点.最后，反演了来自美国怀俄明地区的实测资料，检验了WFBA对瑞雷波数据反演的实用性.理论模型试算和实测资料分析表明，WFBA很适用于瑞雷波频散曲线的定量解释，具有很高的实用性价值.  相似文献