基于性能的地震工程研究的新进展及对结构非线性分析的要求   总被引：4，自引：0，他引：4  

韩建平  吕西林  李慧 《地震工程与工程振动》2007,27(4):15-23

结合国际地震工程界提出的新一代基于性能的地震工程的框架方法,重点阐述了性能评估中涉及的主要问题。对性能评估使用的静力非线性分析、动力非线性分析方法进行了总结,在此基础上详细阐述了在基于概率的性能评估中有应用前景的增量动力分析方法的概念、相关问题及其应用,并简要介绍了基于增量动力分析思想提出的一些简化方法。最后提出了今后研究的建议,特别是结构非线性分析方面的研究重点。  相似文献   

按新旧规范设计的多层住宅砖房地震易损性的对比   总被引：1，自引：0，他引：1  

张令心  高淼  王瑞 《地震工程与工程振动》2007,27(6):75-81

本文采用概率方法借助于拉丁超立方采样技术和非线性地震反应时程分析对按现行规范设计的多层住宅砖房的地震易损性进行分析,并与按上一代规范设计的多层住宅砖房的地震易损性分析结果[1]进行了比较,为进一步研究这类结构的地震安全性、未来地震的损失预测以及防震减灾对策奠定基础。  相似文献   

Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system   总被引：11，自引：1，他引：10  

连业达  张询安 《地震工程与工程振动(英文版)》2007,6(2):171-181

Based on energy dissipation and structural control principle, a new structural configuration, called the mega- sub controlled structure (MSCS) with friction damped braces (FDBs), is first presented. Meanwhile, to calculate the damping coefficient in the slipping state a new analytical method is proposed. The damping characteristics of one-storey friction damped braced frame (FDBF) are investigated, and the influence of the structural parameters on the energy dissipation and the practical engineering design are discussed. The nonlinear dynamic equations and the analytical model of the MSCS with FDBs are established. Three building structures with different structural configurations, which were designed with reference to the conventional mega-sub structures such as used in Tokyo City Hall, are comparatively investigated. The results illustrate that the structure presented in the paper has excellent dynamic properties and satisfactory control effectiveness.  相似文献   

Pushover analysis procedure for systems considering SSI effects based on capacity spectrum method     

王凤霞  欧进萍 《地震工程与工程振动(英文版)》2007,6(3):269-279

This paper presents a new procedure to transform an SSI system into an equivalent SDOF system using twice equivalence. A pushover analysis procedure based on the capacity spectrum method for buildings with SSI effects （PASSI） is then established based on the equivalent SDOF system, and the modified response spectrum and equivalent capacity spectrum are obtained. Furthermore, the approximate formulas to obtain the dynamic stiffness of foundations are suggested. Three steel buildings with different story heights （3, 9 and 20） including SSI effects are analyzed under two far-field and two near-field historical records and an artificial seismic time history using the two PASSI procedures and the nonlinear response history analysis （NLhRHA） method. The results are compared and discussed. Finally, combined with seismic design response spectrum, the nonlinear seismic response of a 9-story building with SSI effects is analyzed using the PASSI procedures, and its seismic performance is evaluated according to the Chinese ＇Code for Seismic Design of Buildings. The feasibility of the proposed procedure is verified.  相似文献   

Semi-active model predictive control for 3rd generation benchmark problem using smart dampers     

颜桂云  孙炳楠  吕艳平 《地震工程与工程振动(英文版)》2007,6(3):307-315

A semi-active strategy for model predictive control (MPC), in which magneto-rheological dampers are used as an actuator, is presented for use in reducing the nonlinear seismic response of high-rise buildings. A multi-step predictive model is developed to estimate the seismic performance of high-rise buildings, taking into account of the effects of nonlinearity, time-variability, model mismatching, and disturbances and uncertainty of controlled system parameters by the predicted error feedback in the multi-step predictive model. Based on the predictive model, a Kalman-Bucy observer suitable for semi-active strategy is proposed to estimate the state vector from the acceleration and semi-active control force feedback. The main advantage of the proposed strategy is its inherent stability, simplicity, on-line real-time operation, and the ability to handle nonlinearity, uncertainty, and time-variability properties of structures. Numerical simulation of the nonlinear seismic responses of a controlled 20-story benchmark building is carried out, and the simulation results are compared to those of other control systems. The results show that the developed semi-active strategy can efficiently reduce the nonlinear seismic response of high-rise buildings.  相似文献   

后疫情时代全球石油供需格局研究     

龙涛  陈其慎  陈程  于汶加  陈升立  邢佳韵  郑国栋  王琨  张硕 《地球学报》2021,42(2):273-278

2017年以来,全球石油消费持续疲软,消费增速呈逐渐下降的趋势,新冠肺炎疫情对石油需求的打击更是"雪上加霜".本文回顾了疫情发生以来国际原油价格及大型油气公司股票价格的走势,探讨了疫情对全球石油需求和供应市场的影响,研判了短期及中长期全球石油供需格局,得出了三点结论:(1)疫情对全球石油需求产生重大冲击,预计2020年...  相似文献   

1958-2017年太湖蒸发量年际变化趋势及主控因子     

荆思佳  肖薇  王晶苑  郑有飞  王伟  刘强  张圳  胡诚 《湖泊科学》2022,34(5):1697-1711

湖泊蒸发对气候变化非常敏感,是水文循环响应气候变化的指示因子,因此研究湖泊蒸发的控制因素,对于理解区域水文循环有重要意义.本文利用太湖中尺度涡度通量网避风港站观测数据校正JRA-55再分析资料,驱动CLM4.0-LISSS模型,并利用2012-2017年涡度相关通量数据和湖表面温度数据检验模型模拟蒸发结果,验证了该模型在太湖的适用性;估算了1958-2017年间太湖的湖面蒸发量,并利用Manner-Kendall趋势检验分析了湖面蒸发的变化趋势,寻找太湖实际蒸发的年际变化的主控因子.结果如下:校正后的JRA-55再分析资料模拟的太湖蒸发与观测值之间存在季节偏差,但是季节偏差在年尺度上相互抵消,再分析资料可用于年际尺度太湖蒸发变化的模拟;1958-2017年间太湖蒸发量以1977年为界,先下降(-3.6 mm/a),后增加(2.3 mm/a);多元逐步回归结果表明,向下的短波辐射是太湖1958-2017年间太湖蒸发变化的主控因子,向下的长波辐射、气温、比湿也对湖泊蒸发年际变化有一定影响,但是风速对蒸发量的年际变化影响不大.  相似文献   

松嫩平原近20年土壤盐渍化动态变化及驱动力分析   总被引：1，自引：0，他引：1  

张哲寰  马宏伟  刘强  朱巍  张廷秀 《地质与资源》2007,16(2):120-124

利用1986年（TM）和2001年（ETM）卫星遥感影像数据和RS-GIS集成技术,对松嫩平原盐渍化土地的现状、程度和发展趋势进行了量化分析.结果表明,这15年中,松嫩平原盐碱地面积增加了21.7112×10⁴ hm²,每年增加1.45×10⁴ hm²,年平均增长率为1.4%.其中轻度盐渍化土地增加8812 hm²,年平均增长0.16%;中度盐渍化土地增加3.8306×10⁴ hm²,年平均增长0.64%;重度盐渍化土地面积增加了16.9994×10⁴ hm²,年平均增长了4.2%.气候变暖,降水减少,人为活动增强是盐渍化程度加重的主要驱动力.  相似文献   

石墨、萤石等战略非金属矿产发展趋势研究     

陈军元  刘艳飞  颜玲亚  高树学  欧阳友和  龙涛 《地球学报》2021,42(2):287-296

战略性新兴产业几乎或多或少都与非金属矿及其制品有关,随着战略性新兴产业的发展,我国战略性矿产资源消费将迎来快速增长期.本文选取石墨、萤石、高纯石英、叶蜡石四种非金属矿产为战略非金属矿产,收集其产量、消费量、贸易情况等资料,对其重要性及用途、供需情况等进行研究,并对其未来需求趋势进行预测.本文认为石墨、高纯石英、萤石、叶...  相似文献   

无限水深聚焦波完全非线性数值模拟   总被引：1，自引：1，他引：0  

宁德志  滕斌  刘珍  周斌珍 《海洋工程》2008,26(4)

基于势流理论提出一种新的高阶边界元方法对无限水深的聚焦波浪进行完全非线性数值模拟.自由水面满足完全非线性边界条件,模拟波浪的非线性效果可以达到更高阶.利用镜像原理,建立一种全新的格林函数应用到无限水深的数值波浪水槽中,以致于两无限深水槽侧壁的积分可以被排除.为了产生相应的入射波和吸收出流波浪,一个由点源组成的造波装置被布置于计算域内,同时人工阻尼层被用来吸引出流波浪,由波浪聚焦的方法得到极限波浪.通过开展线性和完全非线性聚焦波浪的数值实验及与理论解对比,验证本数值模型可以用来模拟无限深水域的极限波浪,且在出流边界没有反射.  相似文献