层状岩石的强度和变形特性研究   总被引：3，自引：0，他引：3  

何沛田  黄志鹏 《岩土力学》2003,(Z1)

从岩石在单轴压应力状态下的性态和岩石工程问题的应用出发,论述了黑灰色钙质页岩岩块层理结构面夹角θ对其破坏特征、强度特性和变形性态的影响。  相似文献   

块状结构岩体力学的回顾与展望     

石丙飞  陈剑平  王清  蔡可易 《岩土力学》2003,(Z1)

从结构面的特性、块状结构岩体的局部稳定性、块体结构岩体的整体稳定性、块状结构岩体的力学参数、块状结构岩体渗流五个方面,简要地回顾了具有块状结构特征的岩体力学发展过程及研究现状。指出块状结构的岩体本身是一 种特殊的工程材料,不确定、非均质、各向异性、非连续、非线性是其主要特征。认为块状结构岩体力学的发展方向应进一步采用不确定性理论、现代非线性系统动力学原理与传统理论结合的研究理念。  相似文献   

冻土结构性研究方法初探     

和礼红  汪稔  石祥锋 《岩土力学》2003,(Z2)

首次提出冰率的概念,对冻土的结构性研究方法进行了初步探索,并结合青藏铁路北麓河路基填土无侧限抗压强度试验,对正冰率与含水量和压实度的关系作了较为浅显的分析。  相似文献   

辽西阜新金—多金属成矿区主要断裂带构造特征及其控矿作用   总被引：4，自引：1，他引：4       下载免费PDF全文

朱大岗  孟宪刚  冯向阳  张贺鹏  邵兆刚  马寅生  付海涛  曲玮  王建平 《地球学报》2003,24(1):35-40

通过地质构造、显微构造和构造地球化学特征分析，论述了辽西阜新金－多金属成矿区主要断裂带的构造特征及其控矿作用，并着重指出NEE向、NNE向韧－脆性剪切带是本区主要的控矿和导矿构造，而NEE向构造的NW向次级断裂带和NNE向构造的EW向次级断裂带则为本区主要的容矿构造，现已探明的金－多金属矿体也多沿这两个方向展布。  相似文献   

The Thermodynamic and Dynamical Features of Double Front Structures During 21-31 July 1998 in China   总被引：3，自引：0，他引：3  

ZHOU Yushu  DENG Guo  LEI Ting  JU Jianhua 《大气科学进展》2005,22(6):924-935

1. IntroductionDuring June and July, from the mid-lower reachesof the Yangtze River basin in China to southern Japan,a precipitation zone with intensive torrential rain ap-pears and lasts for two to three weeks. This phe-nomenon is called the "mei-yu" in …  相似文献   

构建三角网生成地形结构线的关键技术研究     

黄利民  柯希林 《测绘科学与工程》2005,25(4):23-28

地形结构线是更好地表示、反映和利用地形的基础。本文先介绍了构建三角网生成地形结构线的基本思路，然后对构建三角网过程中建立等高线树、地形结构线生成、鞍部山脊线自动生成和连接地形结构线并建立结构线树等关键技术进行了叙述。  相似文献   

Earthquake‐induced interaction between adjacent reinforced concrete structures with non‐equal heights     

Chris G. Karayannis  Maria J. Favvata 《地震工程与结构动力学》2005,34(1):1-20

The influence of the structural pounding on the ductility requirements and the seismic behaviour of reinforced concrete structures designed to EC2 and EC8 with non‐equal heights is investigated. Special purpose elements of distributed plasticity are employed for the study of the columns. Two distinct types of the problem are identified: Type A, where collisions may occur only between storey masses; and Type B, where the slabs of the first structure hit the columns of the other (72 Type A and 36 Type B pounding cases are examined). Type A cases yielded critical ductility requirements for the columns in the pounding area mainly for the cases where the structures were in contact from the beginning of the excitation. In both pounding types the ductility requirements of the columns of the taller building are substantially increased for the floors above the highest contact storey level probably due to a whiplash behaviour. The most important issue in the pounding type B is the local response of the column of the tall structure that suffers the hit of the upper floor slab of the adjacent shorter structure. In all the examined cases this column was in a critical condition due to shear action and in the cases where the structures were in contact from the beginning of the excitation, this column was also critical due to high ductility demands. It can be summarized that in situations of potential pounding, neglecting its possible effects leads to non‐conservative building design or evaluation that may become critical in some cases. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Seismic behavior of asymmetric RC wall buildings: principles and new deformation‐based design method     

Alois Sommer  Hugo Bachmann 《地震工程与结构动力学》2005,34(2):101-124

The seismic design of multi‐story buildings asymmetric in plan yet regular in elevation and stiffened with ductile RC structural walls is addressed. A realistic modeling of the non‐linear ductile behavior of the RC walls is considered in combination with the characteristics of the dynamic torsional response of asymmetric buildings. Design criteria such as the determination of the system ductility, taking into account the location and ductility demand of the RC walls, the story‐drift demand at the softer (most displaced) edge of the building under the design earthquake, the allowable ductility (ultimate limit state) and the allowable story‐drift (performance goals) are discussed. The definition of an eccentricity of the earthquake‐equivalent lateral force is proposed and used to determine the effective displacement profile of the building yet not the strength distribution under the design earthquake. Furthermore, an appropriate procedure is proposed to calculate the fundamental frequency and the earthquake‐equivalent lateral force. A new deformation‐based seismic design method taking into account the characteristics of the dynamic torsional response, the ductility of the RC walls, the system ductility and the story‐drift at the softer (most displaced) edge of the building is presented and illustrated with an example of seismic design of a multi‐story asymmetric RC wall building. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Experimental evaluation of piecewise exact solution for predicting seismic responses of spherical sliding type isolated structures   总被引：1，自引：0，他引：1  

C. S. Tsai  Tsu‐Cheng Chiang  Bo‐Jen Chen 《地震工程与结构动力学》2005,34(9):1027-1046

The use of base isolation for enhancing seismic resistibility has been proven as an efficient method in experimental and theoretical studies. It is usual to insert a flexible device in the horizontal direction to permit the most of relative deformation of a structure at this level. Because the rigidity of the superstructure is much higher than that of the base isolator underneath the structure, the behavior of the superstructure can be idealized as a rigid body during earthquakes. In general, hundreds of degrees of freedom and a step‐by‐step time history analysis are the basic requirements for calculating the seismic response of a base‐isolated structure under earthquakes. In order to develop a simple tool which can be easily adopted for calculating the seismic responses of the spherical sliding type isolated structures, a piecewise exact solution for predicting the seismic responses of base‐isolated structures has been derived in this study. The comparison between the experimental results conducted at the National Center for Research on Earthquake Engineering (NCREE) in Taiwan and the analytical results obtained from the piecewise exact solution show that the formulation derived in this study can predict the seismic responses of the base‐isolated structure with a very high accuracy. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

A simple LMS‐based approach to the structural health monitoring benchmark problem     

J. Geoffrey Chase  K. Leo Hwang  L. R. Barroso  J. B. Mander 《地震工程与结构动力学》2005,34(6):575-594

A structure's health or level of damage can be monitored by identifying changes in structural or modal parameters. However, the fundamental modal frequencies can sometimes be less sensitive to (localized) damage in large civil structures, although there are developing algorithms that seek to reduce this difficulty. This research directly identifies changes in structural stiffness due to modeling error or damage using a structural health monitoring method based on adaptive least mean square (LMS) filtering theory. The focus is on computational simplicity to enable real‐time implementation. Several adaptive LMS filtering based approaches are used to analyze the data from the IASC–ASCE Structural Health Monitoring Task Group Benchmark problem. Results are compared with those from the task group and other published results. The proposed methods are shown to be very effective, accurately identifying damage to within 1%, with convergence times of 0.4–13.0 s for the twelve different 4 and 12 degree of freedom benchmark problems. The resulting modal parameters match to within 1% those from the benchmark problem definition. Finally, the methods developed require 1.4–14.0 Mcycles of computation and therefore could easily be implemented in real time. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献