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Thirdly, a new type base isolation system, i. e., slide-limited friction base isolation system is presented in this paper. Based on this system, harmonic and subharmonic periodic response of S-LF subjected to harmonic motion is investigated by using Floquet theory. Dynamic response of sliding structure subjected to earthquake ground motion is calculated with a precise high order direct integration method, and the numerical results are presented in terms of maximum acceleration response spectra of supcrstructure and maximum sliding displacement response spectrum. By comparison with isolating effects of pure-friction base isolation system and resilient-friction base isolation system , it shows that the isolating characteristic of S-LF is superior to P-F and R-FBI. Through analyzing an engineering example, it is observed that the maximum inter-storey shear force and absolute acceleration of sliding structure to earthquake ground motion are very different from those of traditional structures.

提出了一种新型基础隔震模型,即带限位装置的摩擦隔震体系;基于此隔震模型,利用Floquet理论研究地面谐运动下S-LF结构的运动特性;并利用高精度的精细时程积分法,通过对地震作用下S-LF动力响应的计算,绘制了上部结构最大加速度反应谱和基底最大滑移量反应谱,并研究了各种结构参数对隔震的影响;通过与恢复力摩擦隔震系统和纯摩擦力滑移隔震系统的比较表明,S-LF的隔震性能优于P-F和R-FBI;对计算实例的分析发现,地震作用下S-LF结构的层间最大剪力和最大绝对加速度反应分布较一般传统结构有很大区别。

Dynamic response of sliding structure subjected to earthquake ground motion is calculated with a precise high order direct integration method, and the numerical results are presented in terms of maximum acceleration response spectra of supcrstructure and maximum sliding displacement response spectrum. By comparison with isolating effects of pure-friction base isolation system and resilient-friction base isolation system , it shows that the isolating characteristic of S-LF is superior to P-F and R-FBI. Through analyzing an engineering example, it is observed that the maximum inter-storey shear force and absolute acceleration of sliding structure to earthquake ground motion are very different from those of traditional structures.

提出了一种新型基础隔震模型,即带限位装置的摩擦隔震体系;基于此隔震模型,利用Floquet理论研究地面谐运动下S-LF结构的运动特性;并利用高精度的精细时程积分法,通过对地震作用下S-LF动力响应的计算,绘制了上部结构最大加速度反应谱和基底最大滑移量反应谱,并研究了各种结构参数对隔震的影响;通过与恢复力摩擦隔震系统和纯摩擦力滑移隔震系统的比较表明,S-LF的隔震性能优于P-F和R-FBI;对计算实例的分析发现,地震作用下S-LF结构的层间最大剪力和最大绝对加速度反应分布较一般传统结构有很大区别。

Xiaonian Duan, an engineer specializing in earthquake resilience for Arup, a multinational design consulting company whose head office is in London, said that concrete flooring panels fall apart during an earthquake if not strongly attached,"like we see Legos collapse."

来自ARUP伦敦部的防震专家段小年说,如果没有牢固的固定设施,楼层里的水泥板在地震中很容易断裂,"就像积木房子一样。"

This paper which aims at the continual occurrence of the earthquake and existence of the universal gravitation and the tide phenomenon has established the special theory-- cosmography, which considers that earthquake research should study both geography and astronomy, exceeding the traditional idea bravely.

摘 要:本文针对地震的频繁发生,结合天地间存在的万有引力与潮汐现象,大胆突破传统观念,提出了独特的研究地震需结合天文地理的"天地学"。

This paper which aims at the continual occurrence of the earthquake and existence of the universal gravitation and the tide phenomenons has established the special theory-- cosmography, which considers that earthquake research should study both geography and astronomy, exceeding the traditional idea bravely.

摘 要:本文针对地震的频繁发生,结合天地间存在的万有引力与潮汐现象,大胆突破传统观念,提出了独特的研究地震需结合天文地理的"天地学"。

AbstractThis paper which aims at the continual occurrence of the earthquake and existence of the universal gravitation and the tide phenomenons has established the special theory cosmography, which considers that earthquake research should study both geography and astronomy, exceeding the traditional idea bravely.

摘 要本文针地震的频繁发生,结合天地间存在的万有引力与潮汐现象,大胆突破传统观念,提出了独特的研究地震需结合天文地理的"天地学"。

In the western region of Sanhe-Pinggu earthquake area, the stacked deep seismic reflection section shows 2~3 groups of strong reflective layers and a series of basement faults. In the eastern region of Sanhe-Pinggu earthquake area, there is a set of dense, westward-dipping, reflective strata with relatively strong energy, which have the typical characteristics of sedimentary basin. The largest depth of the sedimentary basin is about 8~9 km.

剖面TWT3~4 s以上,反射层位丰富,构造形态清晰,且在剖面上具有明显不同的构造特征;在三河—平谷地震区以西,剖面揭示了2~3组反射能量较强的反射震相和一系列错断基底面的断裂,在三河—平谷地震区以东,为一套自东向西倾伏的密集强反射层,这套反射具有典型的沉积盆地特征,盆地最深处约为8~9 km。

But said according to analysis by experts that, this kind of short time earthquake is the diastrophism normal phenomenon. Possibly also can have some vibrations, but cannot have the too big earthquake generally.

不过据专家分析說,这种短时间的地震是地壳运动的正常现象,可能还会有一些震动,不过一般不会有大的地震。

The research on earthquake doublets of different tectonic zones shows that triggering effect of subduction earthquake doublets is significant.

对全球地震分区研究发现(4)消减带"地震对"的"触发效应"明显。

This gives the conclusions that the period and earthquake response show to be small when base buries have 6 meters in difference under the same earthquake wave. The dual tower with base structure can be simplified as a single tower with a base structure to simplify seismic analysis and calculations with small errors, when stiffness of the basement of the dual tower is larger.

得出了如下结论:同一地震波作用下,在基础埋深相差6m左右时,其周期和地震反应相差较少;一个大底盘上双塔楼建筑当底盘刚度较大时,可以将双塔楼带底盘结构简化为单塔楼带底盘结构进行抗震分析计算,误差较小。

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