不同温度条件下乙酸对长石溶蚀过程的实验研究

本文报道了不同埋藏温压条件下乙酸对条纹长石溶蚀过程的实验研究。结果证明:１）在条纹长石溶蚀过程中，Ｋ、Ｎａ、Ａｌ优先释放，Ｓｉ是最后释放的元素。２）在相对低温的条件下，长石溶出主要元素的比例远远偏离其化学组成，在相对高温的条件下，则接近其化学组成。３）在条纹长石中.钠长石比钾长石更容易分解。４）温度升高对条纹长石中Ｓｉ的影响最大，其温度效应分别是Ｋ、Ａｌ、Ｎａ的９.２，８.６和５.４倍。５）不同温度区间Ｓｉ，Ａｌ的温度效应存在显著的差别，Ａｌ主要在小于９５℃区间释放，而Ｓｉ主要在大于９５℃区间释放，此时将有约２/３的Ｓｉ不能加入到高岭石中。因而在埋藏成岩过程中，自生ＳｉＯ_２矿物沉淀造成的孔隙封堵作用主要发生在地温大于９５℃的埋深中。６）相对高温高压的实验中获得了蛋白石等自生ＳｉＯ_２矿物的沉淀，进一步证明Ｓｉ主要是在高温区间释放的。     

Seismic interaction at separation joints of an instrumented concrete bridge

A multi-span, curved, concrete box-girder bridge has been extensively instrumented by the California Strong Motion Instrumentation Program (CSMIP) in cooperation with the California Department of Transportation (Caltrans). On 28 June 1992, the bridge was shaken by the magnitude 7–5 Landers and magnitude 6–6 Big Bear earthquakes in southern California. The epicentres of these earthquakes were 50 and 29 miles (81 and 46 km) from the bridge, respectively. All 34 strong-motion sensors installed on the bridge recorded the response to these earthquakes and provided an insightful set of data. A striking aspect of the response is the presence of intermittent sharp spikes in nearly all of the acceleration records from sensors at the deck of the bridge. Among these the highest spike was 0.8g for the Landers and 1.0g for the Big Bear earthquake. The peak ground acceleration at the bridge site was only about 0.1g for both these earthquakes. With the aid of visual examination and simple analysis it is deduced that (1) the spikes were caused by forces generated at separation joints by impacts and stretching of the cable restrainers between adjacent bridge segments; (2) the forces of impacts and cable stretching are directly proportional to the size of the spikes and can be estimated by the use of a simple formula; and (3) the spikes travelled from their source to other locations on the bridge with the velocity of a compression wave propagating through concrete.     

Time domain procedure of FE-BE-IBE coupling for seismic interaction of arch dams and canyons

A procedure for three-dimensional (3-D) coupling of finite elements (FEs), boundary elements (BEs) and infinite boundary elements (IBEs) is presented for the numerical modelling of seismic interaction between arch dams and rock canyons. First, a system of coupling 3-D boundary and infinite boundary elements is developed for simulation of infinite and irregular canyons and for determination, in the frequency domain, of impedance functions on the dam-canyon interface. Secondly, the impedance functions for all degrees-of-freedom are transformed approximately into frequency independent discrete parameters by a curve fitting technique. Finally, these discrete parameters are combined with the dam structure which is discretized by finite elements, thus allowing the response of the arch dam-canyon system to be evaluated. The proposed procedure is efficient because it permits the seismic analysis of arch dam-canyon interaction by the substructure technique in the time domain. To demonstrate both the validity and efficiency of the present procedure, the response of an arch dam-canyon system is obtained under unit impulse acting on the dam-canyon interface as the free field input. Very good agreement is noted when comparing the frequency response determined from the time domain with that from the frequency domain under harmonic excitation applied on the interface of the dam-canyon.     

热带内外地区相互作用研究

本文回顾了近年来有关热带内外地区相互作用的研究进展。它主要包括三个方面：（１）热带外扰动对热地区的影响；（２）热带地区大气了研究；（３）热带对热带外地区的影响。本文内容涉及了有关观测资料分析、理论研究以及数值试验三个方面的研究成果。     

华南滨海断裂带地震危险性的数学模拟

华南滨海断裂带是南海北部规模巨大的活动断裂，其地震危险性的确定将为地震几地震工程提供地质背景依据，应用二维有限元分析和正交设计法反演南海北部及其今近地区的构造应力场，探讨可能发震的危险地段。研究结果表明，滨海断裂带的某些地段，尤其是滨海断裂带被ＮＷ向断裂切割的部位有一定的地震危险性。南海北部地区最主要的地震威胁来自巴士系断裂带和珠江口盆地南缘的ＮＷＷ向断裂带，对华南滨海断理解带潜在的地震危险性不宜     

蕴震系统自组织演化与构造微动态研究

蕴震系统是在多种环境动力因子作用下，由多个不同性质、不同层次的子系统强烈相互作用所形成的“复杂巨系统”或“复杂的非线性动力学系统”。本文概述了蕴震系统的自组织演化理论，提出并采用蕴震系统方向信息合成法研究了相应的构造微动态特征。     

珠江三角洲通信系统震害预测

基于珠江三角洲通信建筑物的调查资料，对典型的通信建筑物做了时程地震反应分析和单体震害预测；对另一些建筑物做了群体震害预测；并就通信设备震害预测问题做了简单评述。     

珠江三角洲宏观经济发展与震后恢复方案

在投入产出综合平衡模型的基础上，在充分考虑珠江三角洲地区资源的条件下，结合该区未来经济发展的战略目标，建立了宏观经济发展的动态递推模型。利用该模型，借助系统优化算法，对珠江三角洲地区宏观经济的发展作出了最优规划，对该区未来的震害提出了最佳的恢复方案。由震害所致间接经济损失的系统分析，是结合原发展规划方案的对投资结构、产业结构作出的动态分析，可作为未来珠江三角洲地区产业的调整、投资、方向的改变，以主     

曲江断裂断面结构及地震地质意义

本文在野外地质调查的基础上，从曲江断裂两盘的地层分布、产状变化、破碎带宽度的异常分布等方面对曲江断裂的断面结构进行了初步分析，认为曲江断裂上存在两个尺度较大的凹凸体。结合该断裂的右旋运动特点，对曲江断裂破碎带异常展宽段及串珠状小盆地的成因给予了解释，同时认为曲江断裂上三次７级以上强震的震中与凹凸体的位置明显相关。     

均匀半空间条件下水平细柱体不均匀介质影响场的定量研究

采用边界元数值计算法解决地电阻率（ρ＿ｓ）法中不均匀介质细柱体对ρ＿Ｓ测值影响的定量计算问题，给出细柱体自身参数变化，（电阻率、长度）、柱体与观测装置相对位置的变化（方向和位置）以及观测装置尺度改变时影响场的定量计算结果和影响特征。计算结果可供条件相当的台站使用。