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311.
A new spatial coherence model and analytical coefficients for multi-support response spectrum combination 总被引:1,自引:0,他引:1
In this paper, a new spatial coherence model of seismic ground motions is proposed by a fi tting procedure. The analytical expressions of modal combination (correlation) coeffi cients of structural response are developed for multi-support seismic excitations. The coeffi cients from both the numerical integration and analytical solutions are compared to verify the accuracy of the solutions. It is shown that the analytical expressions of numerical modal combination coeffi cients are of high accuracy. The results of random responses of an example bridge show that the analytical modal combination coeff icients developed in this paper are accurate enough to meet the requirements needed in practice. In addition, the computational effi ciency of the analytical solutions of the modal combination coeff icients is demonstrated by the response computation of the example bridge. It is found that the time required for the structural response analysis by using the analytical modal combination coeffi cients is less than 1/20 of that using numerical integral methods. 相似文献
312.
This paper presents a new procedure to transform an SSI system into an equivalent SDOF system using twice equivalence. A pushover analysis procedure based on the capacity spectrum method for buildings with SSI effects (PASSI) is then established based on the equivalent SDOF system, and the modified response spectrum and equivalent capacity spectrum are obtained. Furthermore, the approximate formulas to obtain the dynamic stiffness of foundations are suggested. Three steel buildings with different story heights (3, 9 and 20) including SSI effects are analyzed under two far-field and two near-field historical records and an artificial seismic time history using the two PASSI procedures and the nonlinear response history analysis (NLhRHA) method. The results are compared and discussed. Finally, combined with seismic design response spectrum, the nonlinear seismic response of a 9-story building with SSI effects is analyzed using the PASSI procedures, and its seismic performance is evaluated according to the Chinese 'Code for Seismic Design of Buildings. The feasibility of the proposed procedure is verified. 相似文献
313.
Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions 总被引:3,自引:1,他引:2
In displacement-based seismic design, inelastic displacement ratio spectra (IDRS) are particularly useful for estimating the maximum lateral inelastic displacement demand of a nonlinear SDOF system from the maximum elastic displacement demand of its counterpart linear elastic SDOF system. In this study, the characteristics of IDRS for near-fault pulse-type ground motions are investigated based on a great number of earthquake ground motions. The in? uence of site conditions, ratio of peak ground velocity (PGV) to peak ground acceleration (PGA), the PGV, and the maximum incremental velocity (MIV) on IDRS are also evaluated. The results indicate that the effect of near-fault ground motions on IDRS are signifi cant only at periods between 0.2 s - 1.5 s, where the amplifi cation can approach 20%. The PGV/PGA ratio has the most signifi cant in? uence on IDRS among the parameters considered. It is also found that site conditions only slightly affect the IDRS. 相似文献
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315.
山东英格庄金矿床构造控矿特征及深部预测 总被引:2,自引:0,他引:2
英格庄金矿床位于山东牟乳金矿带巫山断裂的南缘,其围岩主要以古老变质岩与昆嵛山花岗岩为主,为含金石英脉型金矿。文章通过对英格庄金矿床控矿断裂发展史以及断面几何形态与金矿体赋存位置关系的研究,发现矿体在断层带中的分布具有规律性。深部地球化学原生晕研究表明,英格庄金矿床Bi与Hg关系非常密切,是金矿化的最佳指示元素,且在已知矿体下方出现前缘晕与尾晕相互叠加的现象。结合矿体在断裂中分布的规律以及原生晕特点,对英格庄矿床深部第二富集段进行了预测,并预测在-220m下有第二金富集段存在,且具有很大的经济价值。 相似文献
316.
长乐-东山构造-岩浆带中北段地质特征 总被引:1,自引:0,他引:1
从复杂的构造变形中甄别出岩浆岩的塑性流动变形,与韧性和脆-韧性变形区别,力争还原长乐—泉州沿海一带地质构造的真实面目,并探讨了该带的活动时间和构造属性。另外还对该带长期争论的澳角群进行了初步的分解,锆石SHRIMP测年数据也反映了平潭南务里一带变质岩的复杂性。 相似文献
317.
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320.
在实验室对青岛近岸现场水样进行处理、分析,获得了原始状态下水样和被过滤(0.22μm,0.45μm)黄色物质水样的吸收光谱数据,除进一步验证了黄色物质光谱分布模式外,还测得黄色物质光吸收随滤膜孔径的变化。30个现场样品在波长380nm处吸收系数统计平均值^—Ay(380)分析表明,当使用0.45μm过滤器对水样进行处理,所获得的^—Ay(380)值要比未经过处理的现场水样所测得的^—Ay(380)值高约2.1%;而用0.22μm过滤器对现场水样进行处理,所获得的^—Ay(380)值要比未经过处理的现场样品所测得的^—Ay(380)值高约12.6%,要比用0.45μm过滤器处理的现场样品所测得的^—Ay(380)值高约10.3%,这些数据的获得为现有已获黄色物质数据的“归一化”和统一评判以及未来黄色物质测量数据的准确性判断与比较提供了参考。 相似文献