高密度电阻率法在地下涵洞勘测中的应用

本文介绍的高密度电阻率法是一种新兴的电阻率方法，与常规电阻率方法相比，高密度电阻率法具有成本低，效率高，测点密集，反映地电信息更丰富，更直观以及资料解释简单方便等特点。本文运用高密度电阻率法勘测地下涵洞，实践证明，高密度电阻率法获得的图形，质量高，解释误差小，是一种方便实用，效果良好，能广泛应用于工程勘测的物探方法。     

扬子地台北缘裂谷系金与多金属成矿特征

扬子地台北缘大多数金矿床集中集中在裂谷系古陆隆起内外接触处，经历了复杂的地壳结构演化，形成新的金矿类型和矿化组合，具多源性，以深源为主，浅源次之，再次是陆源，控矿构造含同生构造与封闭聚矿盆地等多种成矿作用的叠加。     

Study on the correlativity of earthquakes impact on cities

Introduction With rapid development and advancement of economy and society, lots of city groups or city belts with ex-tra-large cities as their centers have been formed in China. The regions these city groups lie in usually have well-developed economy, dense population, and are regional politics and culture centers. Some groups lie in the regions with high level of earthquake activity, such as the Surrounding Capital City Group with the centers of Bei-jing and Tianjin. Once a large earthqua…     

Seismotectonic environment of occurring the February 3, 1996 Lijiang M=7.0 earthquake, Yunnan Province

Introduction The surface rupture and aftershocks of the February 3, 1996 Lijiang earthquake are basically distributed along the N-S-trending Lijiang-Daju fault, which is boundary fault between Lijiang Quaternary, fault controlled basin and Yulong-Haba range (ZHANG, et al, 1997). Corresponding to the surface geological features, the focal rupture of the Lijiang earthquake also shows large component of dip-slip. It is of great difference from that of other earthquakes in west Yunnan, in w…     

The characteristics of Quaternary activity of faults in the sea area near the Yangtze River mouth

Introduction As far as the frequency and magnitude are concerned, the earthquakes in the sea area to the east of Shanghai are far more strong than in land area with the largest one in the sea area near the Yangtze River mouth being MS=436, while in land, only MS=434 occurred on Sept. 1, 1624. As a moderately strong earthquake active area, the sea area near the Yangtze River mouth, may cause a potential risk to Shanghai. In 1971 and 1996, earthquakes with MS=5~6 occurred in this area. Geo…     

碟形弹簧竖向减震体系的分析与研究

对碟形弹簧竖向减震体系利用时程分析方法对其进行动力分析，并输入不同场地、不同频谱的地震波考察其减震效果，验证了碟形弹簧在合理控制其刚度的前提下可以起到有效减小竖向地震的作用。     

基于复模态的有限元模型修正算法

针对地下结构地震响应分析中无限地基辐射阻尼问题，引入复模态情况下的具有非简化的堆积阻尼矩阵的阻尼模型，并针对具有集中质量阵的阻尼模型提出了合并与质量有关的阻尼和堆积阻尼的思想，并据此提出了一种修正此类有限元模型的两步法，首先从复模态参数中提取实模态参数，采用基于模态残余力的识别算法修正刚度矩阵，然后根据复模态参数和已得的刚度矩阵来识别阻尼模型中的刚度参与系数和质量阻尼堆积阻尼联合矩阵。     

带"人字"支撑的新型复合结构体系动力特征研究

探讨了一种新型复合结构——带“人字”支撑的梁柱体系的动力特征问题。在满足静力荷载作用下承载力要求的基础上，根据结构动力学原理，推导了该结构体系的动力特征方程，分析了复合结构体系的支撑截面和型式的变化对动力特征的影响，计算显示，增加支撑对提高结构的频率即抗侧刚度有明显作用，且随支撑截面尺寸增大，固有频率单调增加。支撑倾角在一定范围内变化时，对频率影响较大，而超过该范围时，其影响明显减小，由此说明“人字”支撑为较合理的支撑型式。结果表明，所研究的具有“人字”支撑的复合结构体系具有较高的抗侧能力。     

结构内设备的摩擦摆隔震响应分析

基于系统耦和振动微分方程，分析了结构内摩擦摆隔震设备的响应规律和隔震效果。计算结果表明，经过合理设计的摩擦摆系统能够显著控制设备的地震绝对加速度响应从而有效提高设备的抗震可靠度。     

山西地堑系的最新水平运动

利用山西断裂带布设的GPS监测网的6期复测资料(1996—2001),分析了山西断陷带的水平运动特征。结果表明,整体呈现逆时针的差异活动,主压应力场的方位角为72°,断裂两侧不存在明显的走滑运动。2001年的运动显示,代县附近是差异活动的分界区段。