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141.
The effectiveness of tuned mass dampers (TMD) in vibration control of buildings was investigated under moderate ground shaking caused by long‐distance earthquakes with frequency contents resembling the 1985 Mexico City (SCT) or the 1995 Bangkok ground motion. The elastic–perfectly plastic material behaviour was assumed for the main structure, with linear TMDs employed by virtue of their simplicity and robustness. The accumulated hysteretic energy dissipation affected by TMD was examined, and the ratio of the hysteretic energy absorption in the structure with TMD to that without it is proposed to be used, in conjunction with the peak displacement ratio, as a supplementary TMD performance index since it gives an indication of the accumulated damage induced in the inelastic structures. For the ground motions considered, TMD would be effective in reducing the hysteretic energy absorption demand in the critical storeys for buildings in the 1.8–2.8 s range. The consequence is reduction in damage of the buildings which would otherwise suffer heavy damage in the absence of TMD, resulting in economical restorability in the damage control limit state. This is of practical significance in view of the current trend toward performance‐based design. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
142.
Fragility curves express the probability of structural damage due to earthquakes as a function of ground motion indices, e.g., PGA, PGV. Based on the actual damage data of highway bridges from the 1995 Hyogoken‐Nanbu (Kobe) earthquake, a set of empirical fragility curves was constructed. However, the type of structure, structural performance (static and dynamic) and variation of input ground motion were not considered to construct the empirical fragility curves. In this study, an analytical approach was adopted to construct fragility curves for highway bridge piers of specific bridges. A typical bridge structure was considered and its piers were designed according to the seismic design codes in Japan. Using the strong motion records from Japan and the United States, non‐linear dynamic response analyses were performed, and the damage indices for the bridge piers were obtained. Using the damage indices and ground motion indices, fragility curves for the bridge piers were constructed assuming a lognormal distribution. The analytical fragility curves were compared with the empirical ones. The proposed approach may be used in constructing the fragility curves for highway bridge structures. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
143.
本文研究了建立设计地震震源模型和用理论地震学方法预测基岩场地震震加速度的技术途径,预测了四相设计地震事件在秦山核电站厂址的加速度时程和反应谱,文中根据对地质和历史地震资料的研究,确定不同性质的设计地震事件,建立设计地震震源和工作区介质的确定性模型,针对未来地震的不可完全预见性,以及对地球介质和震源性质现有认识的局限性,文中发展了确定性和随机性组合的综合分析方法,在用确定的介质模型和设计震源计算地震 相似文献
144.
通过对逐步逼近法1995年试验情况与国内外预报台的综合预报以及与国内一些客观预报方法的比较分析,总结出该方法对移动路径明显转折的热带气旋有较好的预报能力,48小时平均误差达到300km以内,特别是当热带气旋的移速发生明显变化时,该方法较之其它客观方法有明显的优越性。 相似文献
145.
青藏块体北缘跨断层测量资料宏观分析 总被引:1,自引:1,他引:1
本文在系统整理青藏块体北缘跨断层测量资料的基础上,进行了形变类型的划分,探讨了不同类型形变所反映的断层运动性能。 相似文献
146.
刘晶波 《地震学报(英文版)》1996,9(2):309-315
Theeffectoflocalirregulartopographyonseismic ground motionJIG-hoLIU(刘晶波)(DepartmentofCivilEngineering,TsinghuaUniversityBeiji... 相似文献
147.
本文用具有非线性Rayleigh阻尼的断裂动力学的控制方程组或方程来研究水平强震地面运动或垂直强震地面运动,并得出其解析解,数值计算结果显示,本文得出的结果与任意选择的两个强震记录是很相似的。 相似文献
148.
地震地面运动的转动随机模型 总被引:2,自引:0,他引:2
In this paper, the characteristics of rotational power spectra in different sites are analyzed according to the relationship between the rotations and translations of ground motion from the elastic wave theory, and then the unified mathematical model of the spectra (including the torsion and rocking) is presented. Through the use of a lot of earthquake records and curve-fitting of the least square method, the statistical results of rotational power spectral parameters in defferent sites are given. 相似文献
149.
植被带布局对局地流场的作用* 总被引:14,自引:0,他引:14
本文用一个二维数值模式,实施了六组试验,分析了植被带不同布局对局地温度场和垂直速度场的影响。结果指出,若植被带布局得当,植被—裸地之间的非均一性可望激发出更强的上升运动。这对于半干旱区对流性降水的形成是有利的。 相似文献
150.