热带东风气流中低压形成的非线性过程     

袁金南  万齐林 《大气科学》2004,28(3):424-432

从有水平辐合辐散的赤道β平面浅水方程出发,采用变量替换和小参数展开法,推导出了热带纬向气流作用下的非线性近似方程,给出了非线性方程孤立波解和一阶近似方程u1、v1、1的形式解.由此讨论了热带东风气流中的低压形成.结果表明:(1)在热带东风气流或热带东风弱切变气流中,可以得到低压形势结构;东风气流弱切变不影响低压纬向宽度,而对低压强度和低压中心位置有一定的影响.(2)当热带东风气流减弱时,低压中心位置偏北,低压强度增强,低压纬向宽度变大;在东风气流中,低压中心位于15～20°N之间,低压中心位置跟实际热带东风气流中低压形成位置比较一致.  相似文献   

钢筋混凝土剪力墙弹塑性分析方法   总被引：15，自引：3，他引：12  

李兵  李宏男 《地震工程与工程振动》2004,24(1):76-81

钢筋混凝土剪力墙弹塑性分析可以采用微观方法和宏观方法,本文对这些方法进行了介绍和比较,尤其是对于剪力墙的宏观有限元模型进行了较详细的论述,指出了各自的优缺点。认为如果对高层剪力墙结构进行分析,应尽可能采用宏观方法,而对于宏观剪力墙模型的选取是至关重要的。在此基础上提出了一些有益的建议。  相似文献   

安装MR阻尼器工程结构的非参数模型自适应控制   总被引：4，自引：0，他引：4  

周强  瞿伟廉 《地震工程与工程振动》2004,24(4):127-132

本文首先建立了结构一磁流变阻尼器非线性系统的非参数模型,该模型不需要太多的受控结构的先验知识,且具有结构简单、参数少,是时变增量形式等优点,因此适合于非线性控制系统的设计。在此基础上,本文提出了非参数模型学习自适应半主动控制算法,并以一个6层框架结构为例,进行了深入的仿真数值分析。计算结果表明,采用本文提出的控制算法能得到令人满意的控制效果。通过在较大范围内选取结构参数值,验证了算法具有较好的鲁棒性。  相似文献   

结构Pushover分析的侧向力分布及高阶振型影响   总被引：52，自引：8，他引：44  

侯爽  欧进萍 《地震工程与工程振动》2004,24(3):89-97

Pushover分析方法是逐渐得到广泛应用的一种评估结构抗震性能的简化方法,已被引入我国新的建筑结构抗震设计规范。侧向力分布的选取是结构Pushover分析中的一个关键问题,尤其高阶振型影响显著时其选取直接影响Pushover分析的结果。本文通过拟合规范反应谱,挑选了适用Ⅱ类场地的4条地震动记录和4条人工波,对比了典型地震动下非线性时程分析和采用5种不同侧向力分布的Pushover分析的5层、10层和15层钢筋混凝土结构在不同地震动强度时的反应。通过结构振型参与系数量化了各个结构的高阶振型的影响。研究发现,随着结构层数的增加和地震动强度的增加高阶振型的影响变大,侧向力的选取变得十分重要。本文对在高阶振型影响下钢筋混凝土框架结构的Pushover分析中侧向力的选取提出了建议。  相似文献   

Robust Optimal Output Tracking Control of A Midwater Trawl System Based on T-S Fuzzy Nonlinear Model     

周华  陈英龙  杨华勇 《海洋工程》2013,27(1):1-16

A robust optimal output tracking control method for a midwater trawl system is investigated based on T-S fuzzy nonlinear model. A simplified nonlinear mathematical model is first employed to represent a midwater trawl system, and then a T-S fuzzy model is adopted to approximate the nonlinear system. Since the strong nonlinearities and the external disturbance of the trawling system, a mixed H2/H∞ fuzzy output tracking control strategy via T-S fuzzy system is proposed to regulate the trawl depth to follow a desired trajectory. The trawl depth can be regulated by adjusting the winch velocity automatically and the tracking error can be minimized according to the robust optimal criterion. In order to validate the proposed control method, a computer simulation is conducted. The simulation results indicate that the proposed fuzzy robust optimal controller make the trawl net rapidly follow the desired trajectory under the model uncertainties and the external disturbance caused by wave and current.  相似文献   

一种高精度倾斜仪的设计     

杨建  胡国庆  吴艳霞 《大地测量与地球动力学》2007,27(Z1):130-132

设计了一种用于工程监测的高精度倾斜仪。实验结果表明，该倾斜仪达到了设计目标，能满足工程监测应用的要求。  相似文献   

Effects of seismic isolation on the seismic response of a California high‐speed rail prototype bridge with soil‐structure and track‐structure interactions          下载免费PDF全文

Yong Li  Joel P. Conte 《地震工程与结构动力学》2016,45(15):2415-2434

With the launch of the high‐speed train project in California, the seismic risk is a crucial concern to the stakeholders. To investigate the seismic behavior of future California High‐Speed Rail (CHSR) bridge structures, a 3D nonlinear finite‐element model of a CHSR prototype bridge is developed. Soil‐structure and track‐structure interactions are accounted for in this comprehensive numerical model used to simulate the seismic response of the bridge and track system. This paper focuses on examining potential benefits and possible drawbacks of the a priori promising application of seismic isolation in CHSR bridges. Nonlinear time history analyses are performed for this prototype bridge subjected to two bidirectional horizontal historical earthquake ground motions each scaled to two different seismic hazard levels. The effect of seismic isolation on the seismic performance of the bridge is investigated through a detailed comparison of the seismic response of the bridge with and without seismic isolation. It is found that seismic isolation significantly reduces the deck acceleration and the force demand in the bridge substructure (i.e., piers and foundations), especially for high‐intensity earthquakes. However, seismic isolation increases the deck displacement (relative to the pile cap) and the stresses in the rails. These findings imply that seismic isolation can be promisingly applied to CHSR bridges with due consideration of balancing its beneficial and detrimental effects through using appropriate isolators design. The optimum seismic isolator properties can be sought by solving a performance‐based optimum seismic design problem using the nonlinear finite‐element model presented herein. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

On the treatment of uncertainties in the development of fragility functions for earthquake loss estimation of building portfolios          下载免费PDF全文

Luis Sousa  Vitor Silva  Mário Marques  Helen Crowley 《地震工程与结构动力学》2016,45(12):1955-1976

State‐of‐the‐art methods for the assessment of building fragility consider the structural capacity and seismic demand variability in the estimation of the probability of exceeding different damage states. However, questions remain regarding the appropriate treatment of such sources of uncertainty from a statistical significance perspective. In this study, material, geometrical and mechanical properties of a number of building classes are simulated by means of a Monte Carlo sampling process in which the statistical distribution of the aforementioned parameters is taken into consideration. Record selection is performed in accordance with hazard‐consistent distributions of a comprehensive set of intensity measures, and issues related with sufficiency, efficiency, predictability and scaling robustness are addressed. Based on the appraised minimum number of ground motion records required to achieve statistically meaningful estimates of response variability conditioned on different levels of seismic intensity, the concept of conditional fragility functions is presented. These functions translate the probability of exceeding a set of damage states as a function of a secondary sufficient intensity measure, when records are selected and scaled for a particular level of primary seismic intensity parameter. It is demonstrated that this process allows a hazard‐consistent and statistically meaningful representation of uncertainty and correlation in the estimation of intensity‐dependent damage exceedance probabilities. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

地震条件下黏性土挡土墙土压力分析   总被引：1，自引：0，他引：1  

陈奕柏  谢洪波  柯才桐  高洪波 《岩土力学》2014,35(12):3396-3402

Mononobe-Okabe理论是现阶段计算地震土压力的常用方法,但Mononobe-Okabe理论的诸多假设使其具有一定的局限性。针对Mononobe-Okabe理论的不足,考虑到地震作用下挡土墙偏转对土压力的影响,采用斜向条分法推导了复杂条件下黏性土地震土压力强度分布、土压力合力及其作用点位置公式,并利用图解法给出了临界破裂角的解析解。研究表明：填土黏聚力和地震系数对土压力影响显著;忽略黏性填土表面开裂与地震作用对均布超载及开裂填土等效超载的影响将使主动土压力计算结果偏小,其误差随着填土黏聚力和均布超载的增大而增大;在不同水平地震系数下土压力沿墙高呈非线性分布;所提公式适用范围更广,有效完善了Mononobe-Okabe理论。  相似文献   

Shaking table experimental study of recycled concrete frame-shear wall structures     

Jianwei Zhang  Wanlin Cao  Shaobin Meng  Cheng Yu  Hongying Dong 《地震工程与工程振动(英文版)》2014,13(2):257-267

In this study, four 1/5 scaled shaking table tests were conducted to investigate the seismic performance of recycled concrete frame-shear wall structures with different recycled aggregates replacement rates and concealed bracing detail. The four tested structures included one normal concrete model, one recycled coarse aggregate concrete model, and two recycled coarse and fi ne aggregate concrete models with or without concealed bracings inside the shear walls. The dynamic characteristics, dynamic response and failure mode of each model were compared and analyzed. Finite element models were also developed and nonlinear time-history response analysis was conducted. The test and analysis results show that the seismic performance of the recycled coarse aggregate concrete frame-shear wall structure is slightly worse than the normal concrete structure. The seismic resistance capacity of the recycled concrete frame-shear wall structure can be greatly improved by setting up concealed bracings inside the walls. With appropriate design, the recycled coarse aggregate concrete frame-shear wall structure and recycled concrete structure with concealed bracings inside the walls can be applied in buildings.  相似文献