单、双向振动条件下饱和粉砂变形特性对比试验研究          下载免费PDF全文

刘潇  张学  赵俭斌  侯世伟  郝哲 《地震工程学报》2015,37(3):748-753

由于仪器水平的限制,关于土体的动力特性的研究目前多采用单向激振方式替代双向激振方式。而这两种激振方式在试验原理方面存在明显不同。很多研究表明,应力路径对土的响应有着不可忽视的影响,这两种方式相替代的合理性尚待证明。本文利用DSC2000多功能动三轴试验系统,选取尾矿砂分别在单向及双向振动条件下进行一系列饱和土的动力特性试验,对比两种激振方式作用下土体的滞回曲线以及骨干曲线的差异,分析土体在这两种振动方式下产生差异的原因,并应用双曲线模型对骨干曲线进行拟合,最后给出在进行土体变形特性试验时以单向激振方式替代双向激振方式的适用条件。  相似文献   

基于输出反馈的建筑结构闭开环次优控制          下载免费PDF全文

宋刚  谭川  陈果 《地震工程学报》2015,37(4):933-937

对传统的结构抗震闭开环控制算法进行改进。基于地面运动自回归模型,采用Kalman滤波利用可以量测到的地面加速度激励对未来时段即将发生的地面加速度激励进行预估,并在微分方程的求解中引入精确高效的精细积分算法。考虑到实际控制中量测全部状态变量的困难,改进算法仅需量测部分状态变量。数值仿真表明,基于输出反馈的闭开环次优控制策略能大大降低结构的地震响应。  相似文献   

Development and validation of nonlinear computational models of dispersed structures under strong earthquake excitation          下载免费PDF全文

Armen Derkevorkian  Sami F. Masri  Yozo Fujino  Dionysius M. Siringoringo 《地震工程与结构动力学》2014,43(7):1089-1105

Structural health monitoring of large multispan flexible bridges is particularly important because of their important role in civil infrastructure and transportation systems. In this study, the response of the Yokohama Bay Bridge (YBB), a three‐span cable‐stayed bridge, to the 2011 Great East Japan Earthquake is used to perform multi‐input multi‐output system identification studies. The extensive multicomponent measurements are also used to develop and validate data‐driven nonlinear mathematical models that can predict the response of YBB to various earthquake records and can accurately estimate its damping characteristics when the system is driven into the nonlinear response range. A combination of least‐square (parametric) and neural network (nonparametric) approaches is used to develop the mathematical models, along with time‐marching techniques for dynamic response calculations. It is shown that the nonlinear mathematical models perform better than the equivalent linear models, both for response prediction and damping estimation. The importance of having an accurate approach for quantifying the damping due to the variety of nonlinear features in the YBB response is shown. This study demonstrates the significance of constructing robust mathematical models that can capture the correct physics of the underlying system and that can be used for computational purposes to augment experimental studies. Given the lack of suitable data sets for full‐scale structures under extreme loads, the availability of the long‐duration measurements from the 2011 Great East Japan Earthquake and its many strong aftershocks provides an excellent opportunity to perform the analyses presented in this study. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Using an inerter‐based device for structural vibration suppression          下载免费PDF全文

I. F. Lazar  S.A. Neild  D.J. Wagg 《地震工程与结构动力学》2014,43(8):1129-1147

This paper proposes the use of a novel type of passive vibration control system to reduce vibrations in civil engineering structures subject to base excitation. The new system is based on the inerter, a device that was initially developed for high‐performance suspensions in Formula 1 racing cars. The principal advantage of the inerter is that a high level of vibration isolation can be achieved with low amounts of added mass. This feature makes it an attractive potential alternative to traditional tuned mass dampers (TMDs). In this paper, the inerter system is modelled inside a multi‐storey building and is located on braces between adjacent storeys. Numerical results show that an excellent level of vibration reduction is achieved, potentially offering improvement over TMDs. The inerter‐based system is compared to a TMD system by using a range of base excitation inputs, including an earthquake signal, to demonstrate how the performance could potentially be improved by using an inerter instead of a TMD. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Performance of base‐isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects          下载免费PDF全文

Deepak R. Pant  Anil C. Wijeyewickrema 《地震工程与结构动力学》2014,43(10):1521-1541

Seismic pounding of base‐isolated buildings has been mostly studied in the past assuming unidirectional excitation. Therefore, in this study, the effects of seismic pounding on the response of base‐isolated reinforced concrete buildings under bidirectional excitation are investigated. For this purpose, a three‐dimensional finite element model of a code‐compliant four‐story building is considered, where a newly developed contact element that accounts for friction and is capable of simulating pounding with retaining walls at the base, is used. Nonlinear behavior of the superstructure as well as the isolation system is considered. The performance of the building is evaluated separately for far‐fault non‐pulse‐like ground motions and near‐fault pulse‐like ground motions, which are weighted scaled to represent two levels of shaking viz. the design earthquake (DE) level and the risk‐targeted maximum considered earthquake (MCE_R) level. Nonlinear time‐history analyses are carried out considering lower bound as well as upper bound properties of isolators. The influence of separation distance between the building and the retaining walls at the base is also investigated. It is found that if pounding is avoided, the performance of the building is satisfactory in terms of limiting structural and nonstructural damage, under DE‐level motions and MCE_R‐level far‐fault motions, whereas unacceptably large demands are imposed by MCE_R‐level near‐fault motions. In the case of seismic pounding, MCE_R‐level near‐fault motions are found to be detrimental, where the effect of pounding is mostly concentrated at the first story. In addition, it is determined that considering unidirectional excitation instead of bidirectional excitation for MCE_R‐level near‐fault motions provides highly unconservative estimates of superstructure demands. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Design,simulation, and large‐scale testing of an innovative vibration mitigation device employing essentially nonlinear elastomeric springs          下载免费PDF全文

Jie Luo  Nicholas E. Wierschem  Larry A. Fahnestock  Billie F. Spencer Jr.  D. Dane Quinn  D. Michael McFarland  Alexander F. Vakakis  Lawrence A. Bergman 《地震工程与结构动力学》2014,43(12):1829-1851

This study proposes an innovative passive vibration mitigation device employing essentially nonlinear elastomeric springs as its most critical component. Essential nonlinearity denotes the absence (or near absence) of a linear component in the stiffness characteristics of these elastomeric springs. These devices were implemented and tested on a large‐scale nine‐story model building structure. The main focus of these devices is to mitigate structural response under impulse‐like and seismic loading when the structure remains elastic. During the design process of the device, numerical simulations, optimizations, and parametric studies of the structure‐device system were performed to obtain stiffness parameters for the devices so that they can maximize the apparent damping of the fundamental mode of the structure. Pyramidal elastomeric springs were employed to physically realize the optimized essentially nonlinear spring components. Component‐level finite element analyses and experiments were conducted to design the nonlinear springs. Finally, shake table tests using impulse‐like and seismic excitation with different loading levels were performed to experimentally evaluate the performance of the device. Experimental results demonstrate that the properly designed devices can mitigate structural vibration responses, including floor acceleration, displacement, and column strain in an effective, rapid, and robust fashion. Comparison between numerical and experimental results verified the computational model of the nonlinear system and provided a comprehensive verification for the proposed device. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Solution of dynamic Green׳s function for unsaturated soil under internal excitation     

《Soil Dynamics and Earthquake Engineering》2014

The closed form three-dimensional Green׳s function of a semi-infinite unsaturated poroelastic medium subjected to an arbitrary internal harmonic loading is derived, with consideration of capillary pressure and dynamic shear modulus varying with saturation. By applying the Fourier expansion techniques and Hankel integral transforms to the circumferential and radial coordinates, respectively, the general solution for the governing partial differential equations is obtained in the transformed domain. A corresponding boundary value problem is formulated. The integral solutions for the induced displacements, pore pressure and net stress are then determined considering the continuity conditions. The formulas are compared with the degenerated solution of saturated soils and confirmed. Numerical results reveal that the response of the unsaturated half-space depends significantly on the saturation by altering dynamic shear modulus to account for the effects of matric suction on soil stiffness. Slight differences between the results occur if only the saturation is taken into account. Moreover, a large source-depth results in a pronounced contribution to the reduction of surface displacement amplitudes. The analytical solutions concluded in the study offer a broader application to dynamic response associated with axi-symmetric and asymmetric conditions.  相似文献   

Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform   总被引：1，自引：1，他引：0  

Han Jianping  Zheng Peijuan  Wang Hongtao 《地震工程与工程振动(英文版)》2014,13(1):101-111

Traditional modal parameter identifi cation methods have many disadvantages,especially when used for processing nonlinear and non-stationary signals.In addition,they are usually not able to accurately identify the damping ratio and damage.In this study,methods based on the Hilbert-Huang transform(HHT) are investigated for structural modal parameter identifi cation and damage diagnosis.First,mirror extension and prediction via a radial basis function(RBF) neural network are used to restrain the troublesome end-effect issue in empirical mode decomposition(EMD),which is a crucial part of HHT.Then,the approaches based on HHT combined with other techniques,such as the random decrement technique(RDT),natural excitation technique(NExT) and stochastic subspace identifi cation(SSI),are proposed to identify modal parameters of structures.Furthermore,a damage diagnosis method based on the HHT is also proposed.Time-varying instantaneous frequency and instantaneous energy are used to identify the damage evolution of the structure.The relative amplitude of the Hilbert marginal spectrum is used to identify the damage location of the structure.Finally,acceleration records at gauge points from shaking table testing of a 12-story reinforced concrete frame model are taken to validate the proposed approaches.The results show that the proposed approaches based on HHT for modal parameter identifi cation and damage diagnosis are reliable and practical.  相似文献   

大跨度预应力混凝土连续刚构桥的动力特性分析   总被引：20，自引：0，他引：20  

宗周红  赖苍林  林友勤  任伟新 《地震工程与工程振动》2004,24(3):98-104

介绍了福建泉州后渚大桥——大跨度预应力混凝土连续刚构桥的现场环境振动实验．并利用频域中的单模态识别法(SDOFI)、峰值法(PP)和时域中的随机子空间识别法(SSI)分别进行桥梁动力特性识别。利用ANSYS建立了全桥三维有限元模型并进行了理论模态分析,基于参数分析和环境振动测试结果对有限元模型进行了标定,建立了该桥的基准有限元模型,该模型可服务于桥梁长期健康监测与状态评估。  相似文献   

腐殖酸三维荧光光谱特性研究   总被引：53，自引：3，他引：50  

傅平青  刘丛强  尹祚莹  吴丰昌 《地球化学》2004,33(3):301-308

腐殖质的荧光特性被广泛用来解析其在各种天然环境中的来源及分布.由于荧光光谱分析具有灵敏度高,选择性好,且不破坏样品结构的优点,非常适合用来研究腐殖质的结构和官能团等特征.利用三维荧光激发-发射光谱研究了 Fluka腐殖酸的荧光光谱特性,结果显示,离子强度(0～0.05 mol/L KClO4)对 Fluka腐殖酸的三维荧光光谱特性影响非常小,而腐殖酸的浓度(5～100 mg/L)和溶液 pH(2～12)对其三维荧光光谱特性影响显著.当腐殖酸浓度增大时,荧光峰出现明显红移现象.荧光强度一般随着 pH的升高而增大,当 pH大于 10后呈下降趋势,我们从垃圾渗滤液溶解有机质的实验结果中也得到相同结论;在浓度为 50 mg/L和 100 mg/L的 Fluka腐殖酸中,荧光峰 B(fulvic-like)的荧光强度却在 pH=5.0左右时达到最大值,与前人报道的土壤富里酸的行为一致,质子化常数 lgK′ HL分别为 3.57和 3.13,与二羧基化合物接近,说明荧光峰 B可能与 Fluka腐殖酸结构中的羧基有关;荧光峰 A与荧光峰 B的荧光强度比值 r(A/B)在 0.61～2.59之间,并且在 pH=2～11范围内, r(A/B)与 pH具有较好的线性相关关系,表明荧光峰 A和荧光峰 B随着 pH值的改变有着相同的变化趋势.  相似文献