基于经验遗传-单纯形算法和结构模态参数识别结构物理参数的方法   总被引：1，自引：0，他引：1  

姜丽萍  杜修力 《地震工程与工程振动》2007,27(4):116-121

对于复杂的大自由度系统的反演分析,遗传算法每步计算中包含大量的正演分析,成为限制遗传算法应用的运行速度的瓶颈。减少反演分析中的正演计算次数,是扩大遗传算法适用范围的有效途径。经验遗传-单纯形算法正是解决这一问题的一种有效方法。本文将这一方法应用于不完全模态参数已知条件下的结构物理参数识别研究。结果表明:本文建议的方法有精度和搜索效率高、对初值选取依赖性不强、可以反映"残缺"的高阶模态信息等优点。  相似文献   

准南前陆冲断带构造分段及其与油气关系   总被引：2，自引：0，他引：2  

孙自明  董臣强 《地球学报》2007,28(5):462-468

通过大量地面地质、地震和非地震资料的综合解释,分析了准南前陆冲断带的构造分段特征.认为乌鲁木齐-米泉断裂和红车断裂等盆内大型基底断裂是控制构造分段的主要因素,其形成演化决定了构造分段特征的出现或消失;盆缘调节构造是造成次级构造分段的主要原因.准南前陆冲断带构造分段对该区主要烃源岩与生储盖组合的形成及分布、对油气成藏期等方面具有重要的控制作用.  相似文献   

裂缝型油气藏勘探评价面临的挑战及发展方向   总被引：9，自引：14，他引：9       下载免费PDF全文

何雨丹  魏春光 《地球物理学进展》2007,22(2):537-543

裂缝型油气藏，即致密砂岩裂缝、碳酸盐岩裂缝、泥岩裂缝、火山岩或变质岩裂缝等储层形成的复杂油气藏，已经成为国内外油气勘探开发的焦点，常规勘探理论和方法在裂缝型油气藏评价中面临许多挑战，常常显得无能为力.本文从裂缝型油气藏储层评价出发，分析各种常规预测裂缝有利发育带方法的优势和局限性，提出裂缝性油气藏勘探评价新理论新方法的基本出发点和思路，并给出了具体的应用实例.  相似文献   

基于HHT的结构强震记录分析研究   总被引：5，自引：0，他引：5  

公茂盛  谢礼立  连海宁  戴君武 《地震工程与工程振动》2007,27(6):24-29

本文利用HHT(Hilbert-HUang Transform)研究了结构强震记录的时频特性及结构动力特性。介绍了一座7层钢混框架结构及其强震观测台阵概况以及经历的地震情况,选择了在3次有代表性地震中的强震记录,利用一种新的非平稳信号处理方法HHT对记录进行了处理和分析,得到了该结构强震记录的时频幅值三维分布以及边际谱,并将边际谱与傅里叶谱进行了对比,识别了结构的自振频率。研究表明,对结构强震记录这种强非平稳信号,可以利用HHT分析得到能量集中分布的频段与时间范围。HHT边际谱与傅里叶谱相比,在低频部分幅值要大于傅里叶谱,而在高频部分,幅值要小于傅里叶谱。利用结构强震记录识别的自振频率比环境振动测试结果要小。  相似文献   

地震作用下上部结构刚度改变对基桩受力的影响     

蒋晓东  李建光  杨小卫 《世界地震工程》2007,23(3):108-112

结合典型工程实例，采用在土体侧向边界节点处用弹簧并联阻尼器来进行模拟，在平面应变单元和桩体梁单元连接处用约束方程的方法进行节点耦合、满足连续条件，选择桩、土、荷载参数，用整体有限元方法进行桩－土－结构相互作用体系的地震反应分析。重点讨论了三种不同的上部结构刚度对桩基地震内力的影响，得到了在水平地震荷载作用下上部结构刚度的增大将增大桩基的内力及水平位移，且桩顶及桩身处于第一个软硬土层交界面处的截面的内力尤为突出等结论。关键词：上部结构刚度改变；桩－土－结构相互作用；弹性－阻尼边界；地震反应分析  相似文献   

钢管混凝土动力性能研究新进展   总被引：2，自引：0，他引：2  

卢辉 《世界地震工程》2007,23(4):119-128

简要介绍了国内外近年来在钢管混凝土包括钢管混凝土构件、钢管混凝土梁柱节点及钢管混凝土结构动力性能的部分研究工作。对研究成果在试验研究、计算方法和计算理论等方面进行回顾、分析和综合评述。并对钢管混凝土动力性能的进一步研究进行了展望。  相似文献   

Re‐shaping hysteretic behaviour—spectral analysis and design equations for semi‐active structures     

Geoffrey W. Rodgers  John B. Mander  J. Geoffrey Chase  Kerry J. Mulligan  Bruce L. Deam  Athol Carr 《地震工程与结构动力学》2007,36(1):77-100

Semi‐active dampers offer significant capability to reduce dynamic wind and seismic structural response. A novel resetable device with independent valve control laws that enables semi‐active re‐shaping of the overall structural hysteretic behaviour has been recently developed, and a one‐fifth scale prototype experimentally validated. This research statistically analyses three methods of re‐shaping structural hysteretic dynamics in a performance‐based seismic design context. Displacement, structural force, and total base‐shear response reduction factor spectra are obtained for suites of ground motions from the SAC project. Results indicate that the reduction factors are suite invariant. Resisting all motion adds damping in all four quadrants and showed 40–60% reductions in the structural force and displacement at the cost of a 20–60% increase in total base‐shear. Resisting only motion away from equilibrium adds damping in quadrants 1 and 3, and provides reductions of 20–40%, with a 20–50% increase in total base‐shear. However, only resisting motion towards equilibrium adds damping in quadrants 2 and 4 only, for which the structural responses and total base‐shear are reduced 20–40%. The spectral analysis results are used to create empirical reduction factor equations suitable for use in performance based design methods, creating an avenue for designing these devices into structural applications. Overall, the reductions in both response and base‐shear indicate the potential appeal of this semi‐active hysteresis sculpting approach for seismic retrofit applications—largely due to the reduction of the structural force and overturning demands on the foundation system. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Seismic behaviour of self‐centring braced frame buildings with reusable hysteretic damping brace     

Songye Zhu  Yunfeng Zhang 《地震工程与结构动力学》2007,36(10):1329-1346

This paper presents the seismic behaviour of a concentrically braced frame system with self‐centring capability, in which a special type of bracing element termed reusable hysteretic damping brace (RHDB) is used. The RHDB is a passive energy dissipation device with its core energy‐dissipating component made of superelastic Nitinol wires. Compared with conventional bracing in steel structures, RHDB has a few prominent performance characteristics: damage free under frequent and design basis earthquakes in earthquake prone areas; minimal residual drifts due to the self‐centring capability of RHDB frame; and ability to survive several strong earthquakes without the need for repair or replacement. This paper also includes a brief discussion of the RHDB's mechanical configuration and analytical model for RHDB. The seismic performance study of RHDB frame was carried out through a non‐linear time history analysis of 3‐storey and 6‐storey RHDB frame buildings subjected to two suites of 20 earthquake ground motions. The analysis results were compared with buckling‐restrained brace (BRB) frames. This study shows that RHDB frame has a potential to outperform BRB frames by eliminating the residual drift problem. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Performance of a real‐time pseudodynamic test system considering nonlinear structural response     

Rae‐Young Jung  P. Benson Shing  Eric Stauffer  Bradford Thoen 《地震工程与结构动力学》2007,36(12):1785-1809

This paper presents the implementation details of a real‐time pseudodynamic test system that adopts an implicit time integration scheme. The basic configuration of the system is presented. Physical tests were conducted to evaluate the performance of the system and validate a theoretical system model that incorporates the dynamics and nonlinearity of a test structure and servo‐hydraulic actuators, control algorithm, actuator delay compensation methods, and the flexibility of an actuator reaction system. The robustness and accuracy of the computational scheme under displacement control errors and severe structural softening are examined with numerical simulations using the model. Different delay compensation schemes have been implemented and compared. One of the schemes also compensates for the deformation of an actuator reaction system. It has been shown that the test method is able to attain a good performance in terms of numerical stability and accuracy. However, it has been shown that test results obtained with this method can underestimate the inelastic displacement drift when severe strain softening develops in a test structure. This can be attributed to the fact that the numerical damping effect introduced by convergence errors becomes more significant as a structure softens. In a real‐time test, a significant portion of the convergence errors is caused by the time delay in actuator response. Hence, a softening structure demands higher precision in displacement control. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Donald Ralph Bowes     

Bernard Elgey Leake 《Proceedings of the Geologists' Association. Geologists' Association》2007,118(1):5-10

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