钢框架-钢筋混凝土剪力墙结构的地震能量反应分析     

刘哲锋  沈蒲生  龚胡广 《地震工程与工程振动》2007,27(2):69-73

以17个钢框架-钢筋混凝土剪力墙混合结构为样本,选取结构自振周期T和结构刚度特征值λ作为分析参数,分析它们在不同类型地震动下的地震能量反应。研究表明,混合结构体系在地震作用下总输入能的大小主要与结构的自振周期以及地震动类型有关,剪力墙与钢框架之间的刚度关系对总输入能影响不大;总输入能等效速度谱的形态受地震动类型的影响很大,同一地震动作用下,幅值与等效速度谱值之间基本能够维持线性增长的关系,但随着结构塑性发展的加剧,这种线性增长关系的离散度会变大;在结构自振周期不变化的前提下,结构的滞回耗能比以及底部剪力墙承担滞回耗能的比例都会随结构刚度比的增大而减小。  相似文献   

Nonlinear aspects of energy dissipation in wood-panel joints   总被引：1，自引：1，他引：0  

Sara Casciati 《地震工程与工程振动(英文版)》2007,6(3):259-268

The joints connecting vertical and horizontal elements are the "weak link" in structural systems assembled from wood panels. If they are too weak, local failures may occur, resulting in performance that is significantly below expectations. If they are too resistant, the joints may be unable to dissipate energy during vibrations, thus possibly initiating a fast progressive failure. This paper re-processes and re-elaborates the results of shaking table tests previously carried out by the author and other co-workers. The goal is to assess the feasibility of a joint which is able to dissipate energy during vibration, without degrading the connection performance.  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   

Performance of a base isolator with shape memory alloy bars   总被引：2，自引：1，他引：1  

Fabio Casciati  Lucia Faravelli  Karim Hamdaoui 《地震工程与工程振动(英文版)》2007,6(4):401-408

A new and innovative base isolation device is introduced in this paper based on extensive research carried out by the authors and their co-workers. A prototype of the device was built and experimentally tested on the shaking table. The new base isolation device consists of two disks, one vertical cylinder with an upper enlargement sustained by three horizontal cantilevers, and at least three inclined shape memory alloy (SMA) bars. The role of the SMA bars is to limit the relative motion between the base and the superstructure, to dissipate energy by their super-elastic constitutive law and to guarantee the re-centring of the device. To verify the expected performance, a prototype was built and tested under sinusoidal waves of displacement of increasing frequency with different amplitudes. It is shown that the main feature of the proposed base isolation device is that for cyclic loading, the super-elastic behavior of the alloy results in wide load-displacement loops, where a large amount of energy is dissipated.  相似文献   

近区瞬变场的频率效应与大深度探测能力的研究   总被引：1，自引：1，他引：0  

王庆乙 《地质与勘探》2007,43(1):79-83

在时域中,磁源近区瞬变场的时间特性取决于场源所含低频谱的分数幂.对于磁感应强度Bz(t)∝∑iω3/2i,对于感应电势εz(t)∝∑iω5/2i.这表明,现有的瞬变电磁探测系统只适用于浅部勘查,对于大深度的勘查,需要研制超强能量且轻便化的场源(发送系统),同时完善超导磁强计(接收系统)的实用化.  相似文献   

基于不同摩擦系数水平的滑移隔震体系的相对输入能量与绝对输入能量的差异性分析     

孙敏  白杨  李大望  牛勇 《国际地震动态》2007,(2):27-31

定义了能量变化率指标,以简谐激励作用下的滑移隔震结构为例,探讨了摩擦系数对滑移隔震结构能量变化率指标的影响,通过对这些能量指标的研究,分析了系统的相对输入能量和绝对输入能量的差异性随摩擦系数的变化规律,为后续研究提供理论依据。  相似文献   

青藏高原珠峰绒布河谷地区近地层湍流输送特征   总被引：15，自引：4，他引：11  

刘辉志  冯健武  邹捍  李爱国 《高原气象》2007,26(6):1151-1161

利用2006年6月和2007年6月中国科学院HEST大气科学实验在珠峰绒布河谷地区获取的近地层湍流观测资料,分析了近地层湍流谱特征和方差统计特征,讨论了上下2层(2m和8m)基本气象要素和湍流通量的日变化特征.结果表明,珠峰地区湍流能谱基本上符合Monin-Obukov相似性理论在惯性副区的变化规律;由于山谷复杂地形和下垫面的影响,湍流方差统计值均小于高原其它地方;珠峰地区近地层感热通量白天下层大于上层,夜间相反;潜热通量一天内基本上上层大于下层.  相似文献   

云量对祁连山老虎沟12号冰川表面能量平衡的影响   总被引：1，自引：1，他引：0  

邹小伟  孙维君  杨堤益  王英珊  李延召  晋子振  杜文涛  秦翔 《冰川冻土》2021,43(2):342-356

为探讨云量对冰川表面能量平衡(SEB)的影响,利用架设在老虎沟12号冰川(简称12号冰川)消融区(4550 m a.s.l.)的自动气象站资料,结合能量平衡模型计算各能量分量并分析其季节变化,通过云量参数化方案获取云量因子并量化其对冰川表面能量收支的影响.结果表明:净短波辐射为冰川表面主要的能量来源(92％),净长波辐...  相似文献   

河南夏季高温日数的时空分布特征及500 hPa环流型   总被引：2，自引：1，他引：1  

常军  李素萍  王纪军  余卫东  葛强生 《气象与环境科学》2007,30(2):30-34

对河南省40个代表站1961-2005年夏季≥35℃高温日数进行经验正交函数(EOF)展开分析,结果显示,前3个典型场基本能反映河南夏季高温日数分布的主要特征,前3个模态的累积方差贡献率达85%.据此,得出河南夏季≥35℃高温日数的时空分布类型为全省一致型、西北至东南差异型和西南至东北差异型.第一模态对应的时间系数序列的变化幅度最大,第二模态对应的时间系数序列的变化幅度比前一个时间序列要小.第一模态的时间系数演变显示,河南夏季高温日数平均呈减少趋势,且存在2～4 a、8～14 a的周期变化,目前河南夏季高温日数正处于偏多状态中.应用逐日20时500 hPa ECMWF北半球格点资料,对1991-2005年河南典型的大面积持续高温下的环流形势进行普查、分类,分别求各种类型下的环流平均场,从而得到河南省高温的两种环流型,即贝加尔湖高压型和副热带高压型.  相似文献   

Assessment of boundary-element method for modelling a free-floating sloped wave energy device. Part 1: Numerical modelling     

Grgory S. Payne  Jamie R.M. Taylor  Tom Bruce  Penny Parkin 《Ocean Engineering》2008,35(3-4):333-341

The boundary-element method has been widely used as a design tool in the offshore and ship building industry for more than 30 years. Its application to wave energy conversion is, however, more recent. This paper deals with the numerical modelling of a free-floating sloped wave energy device. The power take-off mechanism of the device consists of an immersed tube with a piston sliding inside. The modelling is done using the boundary-element method package WAMIT. The model is first worked out for the case where the axis of the tube is vertical. It is then derived for the tube inclined and successfully verified against numerical benchmark data. A companion paper presents results of a detailed comparison with a physical model study.  相似文献