岩石单轴受力CT识别损伤本构关系的探讨

对岩石在单轴受力状态下的损伤扩展进行CT扫描，分别利用CT扫描和Lemaitre等效应变假设计算其损伤变量。损伤本构关系分析表明，Lemaitre等效应变假设采用不同形式损伤变量时，既有形式上的差异，又有其内在的联系。     

辽宁大石桥市高坎4.6级地震的烈度与震害

本文叙述了辽宁大石桥市高坎镇发生的Ｍｓ４．６级地震的烈度与震害。     

输电塔－线耦联体系地震反应分析方法（Ⅱ）：纵向

本文通过一座三层的耗能－隔震柔性底层钢管混凝土结构模型和一座三层普通钢筋混凝上结构模型的振动台实验，着重研究了耗能－隔震柔性底层钢管混凝上结构的抗震性能和减震效果，并与普通的钢筋混凝土结构的实验进行了分析比较，研究了两种结构体系在地震作用下的耗能分布和地震累积损伤情况。实验结果表明，耗能－隔震柔性底层能够有效地吸收地震输入的大部分能量，防止和减小了上部结构的地震破坏．文中还讨论了耗能－隔震柔性底层结构中钢管混凝土柱与橡胶隔震器之间的轴力分配以及在水平变形下的稳定性问题．     

结构阻尼识别中的目标函数问题

本文以三对共六个小型单层钢框架的弹性动力试验和弹塑性动力－静力对比伙依据，分别以结构的绝对最大位移反应ＭＤ，位移平方和反应ＳＳＤ总滞回耗能ＥＨ作为等效目标，对结构阻尼识别中的目标函数选取问题进行了讨论。     

日本兵库县南部地震调查与中国唐山大地震的比较

叙述了１９９５年１月日本兵库县南部地震的强地面运动特征，并与１９７６年中国唐山地震的地面运动特征进行了对比，讨论了日本地震后次生灾害——火灾的残酷性，并分析了该次地震的前兆现象     

压裂液对油层伤害的若干机理研究

作者利用溶度积与离子积常数的关系讨论了压裂液中所含离子与地层流体之间的不配伍性；利用岩芯模型、微观砂岩模型等实验手段，就压裂液中的固形物对储集层渗流能力的影响和水锁效应的影响做了初步研究。     

松嫩平原西部自然灾害及防治对策

松嫩平原西部由于特有的地质，地理演化过程和气候，水文条件制约，集旱、涝、盐碱、风沙等自然灾害为一体，并伴随该区人口的增加，较长时期只顾开发，忽视治理和保护，从而加剧中种自然灾害发生，该区灾害的防治应以协调人地关系为原则，水利控制与生物工程相结合，开发与治理和保护并举。     

An experimental study of a midbroken 2-bay, 6-storey reinforced concrete frame subject to earthquakes

A 2-bay, 6-storey model test reinforced concrete frame (scale l:5) subjected to sequential earthquakes of increasing magnitude is considered in this paper. The frame was designed with a weak storey, in which the columns are weakened by using thinner and weaker reinforcement bars. The aim of the work is to study the global response to a damaging strong motion earthquake event of such buildings. Special emphasis is put on examining to what extent damage in the weak storey can be identified from global response measurements during an earthquake where the structure survives, and what level of excitation is necessary in order to identify the weak storey. Furthermore, emphasis is put on examining how and where damage develops in the structure and especially how the weak storey accumulates damage. Besides the damage in each storey the structure is identified by a static load at the top storey while measuring the horizontal displacement of the stories and also visual inspection is performed. From the investigations it is found that the reason for failure in the weak storey is that the absolute value of the stiffness deteriorates to a critical value where large plastic deformations occur and the storey is not capable of transferring the shear forces from the storeys above so failure is unavoidable.     

评地震危险性分析方法

本文对目前我国地震危险性分析中普遍采用的概率方法,即洪华生模型进行了分析和评述。指出上述方法忽略了断层间的相互影响;将未来大震看作小概率事件是对古登堡震级与频次关系的误解;同时,该方法中极值理论的时间概念是不可靠的。     

Experimental Study of Mechanical Behaviour of Rock Joints Under Cyclic Loading

Summary Evaluation of the effects of small repetitive earthquakes on the strength parameters of rock joints in active seismic zones is of interest of the designers of underground constructions. In order to evaluate these effects, it is necessary to study the behaviour of rock joints under dynamic and cyclic loadings. This paper presents the results of a systematic study on the behaviour of artificial rock joints subjected to cyclic shearing. More than 30 identical replicas have been tested using triaxial compression devices under different conditions of monotonic and cyclic loading. At the first stage a few samples have been tested in monotonic loading modes under various confining pressures and rate of displacement. In the second series of tests, small cyclic loads were applied on the samples for increasing number of cycles, frequency levels and stress amplitudes. These were then followed by monotonic loading again. The variations of maximum and residual shear strengths for each test have been studied. The results show increase of shear strength as a result of the increase in confining pressure and they display decrease of shear strength due to the increase of rate of loading, number of cycles, frequency levels and stress amplitudes.