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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。

Moreover, the SALS images were digitally analyzed by means of Debye-Bueche and Mie scattering theory to obtain corresponding structure parameters describing the morphology, e.g., correlation distance ac, integral constant Q and fractal dimension Dc as well as the relationship between these parameters with blend composition, blending time and content of the compatibilizer.

根据Debye-Bueche和Mie散射理论,利用光散射处理软件对光散射在线采集数据进行了分析并得出表征合金体系相结构的参数:相关距离ac、积分不变量Q、分形维数Dc等并分析了各结构参数与体系组成、共混时间及相容剂含量的关系。

Based on the indoor model test s, this paper makes a qualitative analysis about the variation rules of the soil stress on the holding sheet.

以重庆地区常见的桩锚支挡结构体系挡板上土压力为研究对象,采用室内模型试验方法,定性的分析了挡板上土压力分布规律,并将其与经典土压力理论计算结果作对比,从而指出了经典土压力理论在桩锚支挡结构体系挡板土压力计算中的不适用

This paper studies the soil stress on the holding sheet between the pile-anchor erecting columns of the pile-anchor holding block structure system often used in Chongqing.

以重庆地区常见的桩锚支挡结构体系挡板上土压力为研究对象,采用室内模型试验方法,定性的分析了挡板上土压力分布规律,并将其与经典土压力理论计算结果作对比,从而指出了经典土压力理论在桩锚支挡结构体系挡板土压力计算中的不适用

In order to research on the earthquake resistance behavior of the short leg shear wall tube structure system, a 1/20 scale model of this structure was constructed and tested on the shaking table with several earthquake waves.

为研究短肢剪力墙筒体结构体系的抗震性能,采用数种地震波形,对一栋采用这种结构体系的 3 0层高楼模型(缩比为 1 2 0 )进行了模拟多种烈度地震振动台试验。

The short pier RC shear wall structure emerging recent years is one new structure system for high-rise residence.

短肢剪力墙结构体系,是近年兴起的一种新型高层住宅结构体系。

The effects of electronic and steric effect of substituted groups, the structure of chiral catalysts and chiral reagents and the reaction system on optical activity of products are summarized.

文章概述了芳香酮取代基的电子效应与空间效应、手性催化剂和手性试剂的结构、反应体系等对产物光学活性的影响,以及全细胞酶、分离酶等不同生物催化体系中芳香酮结构对产物光学活性的影响,并展望了不对称还原的研究及应用前景。

In this thesis,we first introduced the multi-configuration Hartree-Fock theory. On the basis of this method,we investigate energy-level structures,transition probability and hyperfine structure for complex atoms.Furthermore,we analysed the strong electron correlation effects in atomand strong relativistic effects in heavy element.

本论文介绍了多组态Hartree-Fock理论方法,并利用此方法研究了一些原子体系的能级结构、跃迁几率和超精细结构,分析了这些原子体系中比较强的电子关联效应和重元素中强的相对论效应。

The testing results showed that the higher Shore A hardness, tensile strength, elongation at break, modulus at 100% elongation of MMg/NBR vulcanization were obtained when compared to those of C.B./NBR system; and the presser-resistant property of packer-rubber can be improved for 5Mpa with new structure.

结果显示:与炭黑/NBR体系相比,在过氧化物硫化体系下,甲基丙稀酸镁可以有效补强丁腈橡胶,MMg/NBR硫化胶的邵A硬度,拉伸强度,扯断伸长率和100%定伸强度均较高;新设计的胶筒结构简单合理,易卸模,成品率高,并通过模拟试验发现,新的结构形状可以有效改善胶筒的抗破坏性能,耐压差性能平均提高5MPa。

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