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31.
Real‐time pseudodynamic (PSD) testing is an experimental technique for evaluating the dynamic behaviour of a complex structure. During the test, when the targeted command displacements are not achieved by the test structure, or a delay in the measured restoring forces from the test structure exists, the reliability of the testing method is impaired. The stability and accuracy of real‐time PSD testing in the presence of amplitude error and a time delay in the restoring force is presented. Systems consisting of an elastic single degree of freedom (SDOF) structure with load‐rate independent and dependent restoring forces are considered. Bode plots are used to assess the effects of amplitude error and a time delay on the steady‐state accuracy of the system. A method called the pseudodelay technique is used to derive the exact solution to the delay differential equation for the critical time delay that causes instability of the system. The solution is expressed in terms of the test structure parameters (mass, damping, stiffness). An error in the restoring force amplitude is shown to degrade the accuracy of a real‐time PSD test but not destabilize the system, while a time delay can lead to instability. Example calculations are performed for determining the critical time delay, and numerical simulations with both a constant delay and variable delay in the restoring force are shown to agree well with the stability limit for the system based on the critical time delay solution. The simulation models are also used to investigate the effects of a time delay in the PSD test of an inelastic SDOF system. The effect of energy dissipation in an inelastic structure increases the limit for the critical time delay, due to the energy removed from the system by the energy dissipation. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
32.
广西两系杂交稻制种安全期气候分析 总被引:1,自引:0,他引:1
根据两系杂交水稻制种对气象条件的要求 ,利用广西 80多站的气象资料 ,统计分析了广西各地两系杂交水稻制种的安全期 ,提出了广西杂交水稻安全制种应注意的一些气候问题 相似文献
33.
IntroductionThe analysis of dynamic soil-structure interaction for important engineering project is still based on linear model (including equivalent linear model) with complex damping, and traditional frequency domain method (Lysmer, et al, 1975, 1981; DING, et al, 1999). Namely, first calculating frequency domain solution by Fourier transform, and then calculating time domain solution by Fourier inverse transform. The motion equation of a system in frequency domain is usually written as (… 相似文献
34.
针对长江中游洞庭湖防洪系统规模庞大、水流复杂、资料短缺和预报时限紧迫的实际条件,提出了具有层次和模块结构特点、一维与二维水流模拟、水力学与水文学方法、理论模型与补充信息相结合的建模途径.所建模型的湖泊部分采用无结构网格二维非恒定流高性能有限体积格式,以适应湖区复杂的边界形状和保持水量平衡;河网部分采用一维非恒定流守恒型显格式,避免隐格式矩阵算法的复杂性,同时有利于与二维模型的耦合及与各种复杂连通关系的显式连接.这种一、二维混合非恒定流模型可用于长江干流、洞庭湖河网及湖泊、堤垸区的洪水演进和防洪调度的水流仿真. 相似文献
35.
利用混合法研究了侵入带的三种模式——台阶型、斜坡型、具有低阻环带的侵入带对电位电极系视电阻率的影响。其目的, 一是确定常用的台阶型侵入带引入的误差, 二是研究细致地探测侵入带的方法。研究结果一方面表明了考虑过渡带和低阻环带可以提高测井解释的准确度,另一方面也为用多电极系电阻率测井探测侵入带提供了理论依据。 相似文献
36.
Izuru Takewaki Tsuneyoshi Nakamura Kitae Hirayama 《Soil Dynamics and Earthquake Engineering》1998,17(3):153-163
A two-step stiffness design procedure is developed for a moment-resisting planar frame supported by a prescribed two-dimensional finite-element ground-pile system. In the first step, a hybrid inverse eigenmode problem is formulated and its solution is derived in an analytical form. A difficulty resulting from the existence of multiple interface nodes is overcome by incorporating a deformation constraint into a set of linear equations for finding the lowest-mode displacements at the interface nodes and in the ground. In the second step, the fundamental natural frequency of the combined system and the lowest mode-strain ratios in the frame specified in the first step are regarded as the parameters for adjusting the mean peak seismic member-end strains to their specified values. If the fundamental natural frequency of the frame with a fixed-base happens to be close to that of the ground, a difficulty arises in the two-step stiffness design procedure because of an irregular response amplification and of the non-predominance of the lowest-mode components. A new practical design procedure of rapid convergence is proposed such that an initial design is found for a stiff ground and that a sequence of stiffness designs is generated with respect to a ground stiffness parameter without any differential coefficient of series expansion. The accuracy of the model utilized in this paper and the validity of the present stiffness design procedure are verified through time-history response analysis. 相似文献
37.
38.
从前期构建的短蛸(Octopus ocellatus)c DNA文库中克隆获得了一个短蛸酪氨酸蛋白激酶(Oo Btk)基因的c DNA全长,其c DNA全长1191 bp,包括5’非编码区(UTR)259 bp,3’UTR 227 bp,开放阅读框(ORF)705 bp,编码234个氨基酸,预测理论等电点为8.50,分子量为27.7 k Da。运用实时荧光定量PCR法分析了在健康短蛸的不同组织以及鳗弧菌和藤黄微球菌刺激后血细胞中Oo Btk的表达规律,结果表明:Oo Btk在肌肉、外套膜、鳃、鳃心、系统心脏、肝胰脏、肾囊、胃、性腺和血细胞等各检测组织中均有表达,其中在肝胰脏的表达量最高;短蛸经鳗弧菌和藤黄微球菌刺激后,Oo Btk在血细胞中的表达量呈现出了明显的被诱导表达趋势,在鳗弧菌和藤黄微球菌刺激后6 h表达即增强,并分别在鳗弧菌刺激后48 h和藤黄微球菌刺激后12 h达到最高。Oo Btk参与短蛸对于鳗弧菌和藤黄微球菌刺激的应答过程。 相似文献
39.
40.
Impact of Assimilating Radiances with the WRFDA ETKF/3DVAR Hybrid System on Prediction of Two Typhoons in 2012 下载免费PDF全文
XU Dongmei HUANG Xiang-Yu WANG Hongli Arthur P. MIZZI MIN Jinzhong 《Acta Meteorologica Sinica》2015,29(1):28-40
The impacts of AMSU-A and IASI (Infrared Atmospheric Sounding Interferometer) radiances assimila-tion on the prediction of typhoons Vicente and Saola (2012) are studied by using the ensemble transform ... 相似文献