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。     

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.     

拟动力实验中的数值积分方法

拟动力实验方法是目前最新的抗震实验方法，它克服了振动台实验中承载力不足、拟静力实验中无法真实模拟地震过程的缺点．本文详细论述了拟动力实验中的数值积分方法，其中包括：显式方法，隐式方法以及采用于结构技术时所需的特殊教值积分方法，并对这些方法的适用范围作了介绍．     

对市毛纺二厂中南楼倒塌的分析研究

本市第二毛纺厂中南楼是一幢三层四跨的纯框架结构，它在1976年7月28日的唐山地震中，结构遭受了严重的破坏．后经过加固，在同年的11月15日的宁河地震作用下，房屋全部倒塌，笔者利用平面杆系模型，对其结构进行弹塑性分析，以期得到影响该房屋倒塌的因素。     

浅海导管架平台地震响应分析

探讨了对浅海固定平台导管架结构的地震响应的要求及其分析方法。