Accurate real‐time hybrid earthquake simulations on large‐scale MDOF steel structure with nonlinear viscous dampers          下载免费PDF全文

Baiping Dong  Richard Sause  James M. Ricles 《地震工程与结构动力学》2015,44(12):2035-2055

This paper presents real‐time hybrid earthquake simulation (RTHS) on a large‐scale steel structure with nonlinear viscous dampers. The test structure includes a three‐story, single‐bay moment‐resisting frame (MRF), a three‐story, single‐bay frame with a nonlinear viscous damper and associated bracing in each story (called damped braced frame (DBF)), and gravity load system with associated seismic mass and gravity loads. To achieve the accurate RTHS results presented in this paper, several factors were considered comprehensively: (1) different arrangements of substructures for the RTHS; (2) dynamic characteristics of the test setup; (3) accurate integration of the equations of motion; (4) continuous movement of the servo‐controlled hydraulic actuators; (5) appropriate feedback signals to control the RTHS; and (6) adaptive compensation for potential control errors. Unlike most previous RTHS studies, where the actuator stroke was used as the feedback to control the RTHS, the present study uses the measured displacements of the experimental substructure as the feedback for the RTHS, to enable accurate displacements to be imposed on the experimental substructure. This improvement in approach was needed because of compliance and other dynamic characteristics of the test setup, which will be present in most large‐scale RTHS. RTHS with ground motions at the design basis earthquake and maximum considered earthquake levels were successfully performed, resulting in significant nonlinear response of the test structure, which makes accurate RTHS more challenging. Two phases of RTHS were conducted: in the first phase, the DBF is the experimental substructure, and in the second phase, the DBF together with the MRF is the experimental substructure. The results from the two phases of RTHS are presented and compared with numerical simulation results. An evaluation of the results shows that the RTHS approach used in this study provides a realistic and accurate simulation of the seismic response of a large‐scale structure with rate‐dependent energy dissipating devices. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Considering river structure and stability in the light of evolution: feedbacks between riparian vegetation and hydrogeomorphology          下载免费PDF全文

Dov Corenblit  Neil S. Davies  Johannes Steiger  Martin R. Gibling  Gudrun Bornette 《地球表面变化过程与地形》2015,40(2):189-207

River ecological functioning can be conceptualized according to a four‐dimensional framework, based on the responses of aquatic and riparian communities to hydrogeomorphic constraints along the longitudinal, transverse, vertical and temporal dimensions of rivers. Contemporary riparian vegetation responds to river dynamics at ecological timescales, but riparian vegetation, in one form or another, has existed on Earth since at least the Middle Ordovician (c. 450 Ma) and has been a significant controlling factor on river geomorphology since the Late Silurian (c. 420 Ma). On such evolutionary timescales, plant adaptations to the fluvial environment and the subsequent effects of these adaptations on fluvial sediment and landform dynamics resulted in the emergence, from the Silurian to the Carboniferous, of a variety of contrasted fluvial biogeomorphic types where water flow, morphodynamics and vegetation interacted to different degrees. Here we identify several of these types and describe the consequences for biogeomorphic structure and stability (i.e. resistance and resilience), along the four river dimensions, of feedbacks between riparian plants and hydrogeomorphic processes on contrasting ecological and evolutionary timescales. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

基于输出反馈的建筑结构闭开环次优控制          下载免费PDF全文

宋刚  谭川  陈果 《地震工程学报》2015,37(4):933-937

对传统的结构抗震闭开环控制算法进行改进。基于地面运动自回归模型,采用Kalman滤波利用可以量测到的地面加速度激励对未来时段即将发生的地面加速度激励进行预估,并在微分方程的求解中引入精确高效的精细积分算法。考虑到实际控制中量测全部状态变量的困难,改进算法仅需量测部分状态变量。数值仿真表明,基于输出反馈的闭开环次优控制策略能大大降低结构的地震响应。  相似文献   

高温加速度传感器关键技术研究     

丁莉莎  朱小毅  薛兵  李建飞  张金川  臧宾 《地震地磁观测与研究》2014,35(5)

为了满足深井和核电站强震动观测需求,研制一种能在100℃ 130℃环境下有效连续工作的力平衡反馈加速度计,并重新设计其电路方案,主要利用高温分立元件重新设计检波及前后级放大电路,并对其余电路进行升级改造.样机实验结果表明:设计方案满足要求,具有一定的实用性.  相似文献   

气候模式中云辐射反馈过程机理的评述   总被引：18，自引：0，他引：18  

汪方  丁一汇 《地球科学进展》2005,20(2):207-215

云对地气系统的辐射收支具有十分重要的作用,云辐射参数化是目前气候模式中不确定性的主要来源。云可以通过多种途径对辐射产生影响,形成不同符号、不同量值的反馈机制。研究表明,模式气候对不同的云辐射参数化方案十分敏感。预报云水含量方案的引入,改进了对云辐射过程的模拟,但与观测资料相比仍有差距。一般说来,模式中引入云水的相变和相互作用的云粒子大小产生负反馈,而光学厚度和云量产生的是正反馈。云辐射反馈的净作用其大小和符号因模式而异。云辐射与大尺度天气气候背景之间有着紧密的联系,尤其是海温对辐射平衡有显著影响。最后总结了当前云辐射研究中存在的主要问题,并提出了改进的途径。  相似文献   

厄尔尼诺事件的成因链   总被引：2，自引：0，他引：2  

冯利华  马远军 《地球物理学进展》2004,19(3):721-724

提出了厄尔尼诺事件成因链的概念．指出影响厄尔尼诺事件的物理因子都是层层相接、环环相扣的,它们组成了一个互相联系、互为因果的厄尔尼诺事件成因链．成因链上物理因子之间的反馈作用和消长作用,导致成因链上的各种成因理论都不能完全地自圆其说,因而也无法完全确定地用于厄尔尼诺事件预测．只有深入探讨反馈作用和消长作用,并综合分析物理因子的贡献率,才能提高厄尔尼诺事件预测的准确率．这为解决厄尔尼诺事件的成因问题提供了一种新的思路。  相似文献   

大气水汽变化及其反馈效应研究进展     

赵天保  涂锴  严中伟 《气候变化研究进展》2013,9(2):79-88

大气水汽变化的反馈作用是影响平衡气候系统敏感性的最大反馈作用之一,能够放大其他温室气体增暖的效应,并可能导致极端天气气候事件的发生趋多趋强。因此,全面分析大气水汽的时空分布特征及其长期变化趋势,评估大气水汽反馈的区域气候效应,对于我们深入认识和理解全球变暖背景下区域气候响应的机理具有重要意义。综合国内外最新研究,已基本能够确定水汽反馈效应为一种使得全球增暖加快近一倍的强烈正反馈,并已能够估计其大致变化范围,但是此估计仍存在较大不确定性。随着卫星和探空技术的发展,目前已有的长期水汽资料日趋丰富,但资料之间也存在一些不确定性问题,同时单个资料本身也存在非均一性问题。最新的气候系统模式已能够大致模拟大气水汽的反馈效应,但近年的进展速度却并不令人乐观。我国的水汽观测和水汽反馈效应的研究也已取得长足进步,可以基本确定为水汽变化与地面温度存在正反馈关系,而与降水的关系虽然也较为密切,但因区域气候变化仍存在较大的不一致性。  相似文献   

半潜式海洋平台定位系统的控制系统研究     

鄢华林  姜飞龙  周超  赵瑞  李亚南  袁威 《海洋工程》2012,30(3):145-149

以海洋平台定位系统作为研究对象,阐述了平台定位的主要组成和工作原理,设计了满足速度控制、同步控制和恒张力控制的不同运行模式下的系泊绞车液压系统,分析了液压系统各主要元件在系统中的作用。采用伪微分反馈控制算法对系泊绞车进行控制,并给出了同步控制的策略和恒张力的计算调定方法。Matlab仿真表明,伪微分控制算法具有很好的动态响应特性,完全满足海洋平台系泊定位的要求。  相似文献   

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李家明  姚植桂  温兴卫  彭宏伟 《大地测量与地球动力学》2010,30(5):149-152

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Bistable plant–soil dynamics and biogenic controls on the soil production function          下载免费PDF全文

Norman F. Pelak  Anthony J. Parolari  Amilcare Porporato 《地球表面变化过程与地形》2016,41(8):1011-1017

Soil formation results from opposite processes of bedrock weathering and erosion, whose balance may be altered by natural events and human activities, resulting in reduced soil depth and function. The impacts of vegetation on soil production and erosion and the feedbacks between soil formation and vegetation growth are only beginning to be explored quantitatively. Since plants require suitable soil environments, disturbed soil states may support less vegetation, leading to a downward spiral of increased erosion and decline in ecosystem function. We explore these feedbacks with a minimal model of the soil–plant system described by two coupled nonlinear differential equations, which include key feedbacks, such as plant‐driven soil production and erosion inhibition. We show that sufficiently strong positive plant–soil feedback can lead to a ‘humped’ soil production function, a necessary condition for soil depth bistability when erosion is assumed to vary monotonically with vegetation biomass. In bistable plant–soil systems, the sustainable soil condition engineered by plants is only accessible above a threshold vegetation biomass and occurs in environments where the high potential rate of erosion exerts a strong control on soil production and erosion. Vegetation removal for agriculture reduces the stabilizing effect of vegetation and lowers the system resilience, thereby increasing the likelihood of transition to a degraded soil state. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献