黄河龙青段主要环境工程地质问题分析思路

介绍了黄河上游龙青段主要环境工程地质问题的分析思路，以达到抛砖引玉，交流和提高电工程地质勘测水平的目的。     

隔震结构在省防震减灾中心大楼工程中的应用

结合工程实例介绍了隔震结构在工程设计中的应用     

巨型结构的抗震分析

采用ANSYS有限元程序对巨型框架结构、巨型框架隔震结构进行了抗震动力时程分析,讨论了两种结构在多条地震波作用下的动力位移及内力等地震响应,其计算结果对于确保巨型框架结构的抗震安全性具有较大的意义,对巨型框架结构的抗震设计有较大的参考价值。     

日本地震简介和日建设计的抗震设计

为更好地帮助读者理解本刊各篇论文的内容,本文简要介绍日本的地震状况,日建设计对地震设计的考虑方法,以及日建设计的设计用人工模拟地震波。     

东江水库诱发地震探讨

阐述了东江水库基本情况，通过对库区及周围的地质构造特点、诱发地震监测，总结出东江水库地震的活动特征和诱发地震活动趋势。     

小南海水库地震堆积坝体生产性试验灌浆研究

通过生产性试验灌浆研究,进一步证明地震堆积坝体具有良好的可灌性,帷幕灌浆能够解决坝体的渗漏问题.采用硬质合金或金刚石钻头泥浆护壁、分段回转钻进的钻孔方法和孔口封闭、自上而下分段、孔内循环式的灌浆方法,灌注水泥粘土浆液,适当提高中排孔的灌浆压力,对堆积坝体进行帷幕灌浆在技术上是可行的;采用三排帷幕,按渗漏分布现状进行灌浆孔的布置,最大孔距3.5m,深入基岩1.0m,可以形成完整、连续、可靠的防渗幕体,满足坝体防渗要求;采用潜孔偏心锤跟管钻进、多级孔径套管护壁钻进等施工工艺,可以解决检查孔的钻进问题;采用静水头压水试验,测试成果可以真实地反映地层的透水特性.从试验灌浆资料和质量检查分析,试验灌浆效果明显,达到了指导帷幕灌浆设计和施工的目的.     

小浪底斜心墙堆石坝的地震反应分析

采用等价粘弹性动力有限元模型，结合有效应力法，对黄河小浪底斜心墙堆石坝最终设计断面在淤积后期受地震作用的动力特性进行了分析。分析时考虑了淤积土体内有未消散的超静孔压。结果表明明，坝体受里氏６．５级地震时，下游坝基及上游淤土表层均有一定范围的液化区，由于坝基液化区距坝体较远，因而只影响到坝趾压戗的局部；当坝体受里氏８级地震时，坝趾下游近处的坝基沙砾石处于液化状态，上游库区淤土有较大较范围的液化区，在     

Longitudinal elastic waves in columns due to earthquake motion

An analysis is presented of longitudinal waves in a thin elastic column. Velocity is specified at one end, and the boundary condition at the other end is expressed in terms of a range of effective impedances of an attached structure. Propagation, reflection and interference of the waves are followed by the method of characteristics. Integration of differential equations along characteristics yields the wave-induced stress, which is then applied to problems of earthquake excitation. Numerical examples are given for recorded updown ground motion of the Kobe Earthquake.     

Effect of structural period and ground motion parameters on the earthquake response of asymmetric buildings

The results of a parametric study of torsional coupling effects in the response of asymmetric buildings to a grouped selection of 45 strong motion earthquakes from Europe, North America, the Middle East and Southern Pacific are presented. The period dependency of the key response parameters is studied in relation to the site dependent criteria employed by certain earthquake-resistant design codes for specifying the lateral shear forces to be resisted by the structural frames and/or walls. Unlike lateral forces, the torsional response is relatively insensitive to the ration of peak ground accelaration to velocity, which has been used in previous studies as a measure of the effect on earthquake ground motions of site soil conditions and epicentral distance. The results show that the effect of torsional coupling on edge displacement response is more pronounced in stiff, short period structures. However, the dynamic shear and torque responses are relatively insensitive to variations in structural period. Codified design provisions for torsional effects specified in the United States, Canadian and European seismic building regulations are assessed, along with alternative proposals, in relation to the analytical results. It is concluded that in some cases special provisions are needed for short period asymmetric systems, a feature which has been neglected by the codes and inadequately accounted for in previous proposals.     

百色水利枢纽进水塔结构抗震分析研究

用空间三维有限元方法对百色水利枢纽进水塔结构进行抗震分析研究，用直接滤频法按顺河向和横河向分别求出了进水塔前六阶自振频率和振型。在此基础上，采用完全二次型组合法对进水塔结构的地震响应进行了详细的分析研究，研究中考虑了塔架，底板与地基的动力相互作用，并考虑了水体的动力影响，最后对进水塔结构考虑动荷载，静荷载共同作用下的底板的地基承载力和整体抗倾覆稳定性进行了分析研究，结果表明，按目前设计方案进水塔结构的底板的地基承载力和整体抗倾覆稳定性均满足规范要求。