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481.
DORIS applications for solid earth and atmospheric sciences 总被引:2,自引:0,他引:2
Pascal Willis Laurent Soudarin Christian Jayles Lucie Rolland 《Comptes Rendus Geoscience》2007,339(16):949-959
482.
This study is aimed at comparing the seismic performance of steel chevron braced frames (CBFs) with and without fluid viscous dampers (FVDs) as a function of the characteristics of the near‐fault (NF) ground motion and FVD parameters. For this purpose, comparative nonlinear time history (NLTH) analyses of single and multiple storey CBFs with and without FVDs are conducted using NF ground motions with various velocity pulse periods scaled to have small, moderate and large intensities. Additionally, NLTH analyses of single‐ and four‐storey CBFs with FVDs are conducted to study the effect of the damping ratio and velocity exponent of the FVD on the seismic performance of the frames. The analyses results revealed that the seismic performance of the CBFs without FVDs is very poor and sensitive to the velocity pulse period and the intensity of the NF ground motion due to brace‐buckling effects. Installing FVDs into the CBFs significantly improved their seismic performance by maintaining their elastic behaviour. Furthermore, FVDs with smaller velocity exponents and larger damping ratio are observed to be more effective in improving the seismic performance of the CBFs subjected to NF earthquakes. However, FVDs with damping ratios larger than 50% do not produce significant additional improvement in the seismic performance of the CBFs. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
483.
484.
The source position time-series for many of the frequently observed radio sources in the NASA geodetic very long baseline
interferometry (VLBI) program show systematic linear and non-linear variations of as much as 0.5 mas (milli-arc-seconds) to
1.0 mas, due mainly to source structure changes. In standard terrestrial reference frame (TRF) geodetic solutions, it is a
common practice to only estimate a global source position for each source over the entire history of VLBI observing sessions.
If apparent source position variations are not modeled, they produce corresponding systematic variations in estimated Earth
orientation parameters (EOPs) at the level of 0.02–0.04 mas in nutation and 0.01–0.02 mas in polar motion. We examine the
stability of position time-series of the 107 radio sources in the current NASA geodetic source catalog since these sources
have relatively dense observing histories from which it is possible to detect systematic variations. We consider different
strategies for handling source instabilities where we (1) estimate the positions of unstable sources for each session they
are observed, or (2) estimate spline parameters or rate parameters for sources chosen to fit the specific variation seen in
the position-time series. We found that some strategies improve VLBI EOP accuracy by reducing the biases and weighted root
mean square differences between measurements from independent VLBI networks operating simultaneously. We discuss the problem
of identifying frequently observed unstable sources and how to identify new sources to replace these unstable sources in the
NASA VLBI geodetic source catalog. 相似文献
485.
Very Long Baseline Interferometry (VLBI) plays a unique and fundamental role in the maintenance of the global (terrestrial
and celestial) reference frames, which are required for precise positioning in many research areas such as the understanding
and monitoring of global changes, and for space missions. The International VLBI Service for Geodesy and Astrometry (IVS)
coordinates the global VLBI components and resources on an international basis. The service is tasked by the International
Association of Geodesy (IAG) and International Astronomical Union (IAU) to provide products for the realization of the Celestial
Reference Frame (CRF) through the positions of quasars, to deliver products for the maintenance of the terrestrial reference
frame (TRF), such as station positions and their changes with time, and to generate products describing the rotation and orientation
of the Earth. In particular, VLBI uniquely provides direct observations of nutation parameters and of the time difference
UT1-UTC. This paper summarizes the evolution and current status of the IVS. It points out the activities to improve further
on the product quality to meet future service requirements. 相似文献
486.
487.
为研究钢框架内填竖缝RC墙结构(Steel frame with slit RC wall,简称"SRCW")在不同地震水平下的性态指标,结合我国现行抗震规范,对已完成的8榀SRCW试验数据进行了统计分析,基于修正的Park-Ang模型及损伤指数与性态指标的对应关系,提出了以层间位移角表征的SRCW结构的性态指标矩阵。分析结果表明:SRCW结构在显著屈服和倒塌时的层间位移角均值分别为0.63%和2.36%。SRCW结构在正常使用、基本完好、轻微破坏、中等破坏、严重破坏和倒塌状态下的层间位移角限值分别为1/170、1/130、1/100、1/70、1/50和1/40,研究成果可为SRCW结构开展基于性态的抗震设计及地震易损性分析提供参考。 相似文献
488.
489.
The purpose of this paper is to describe how the methods and concepts of continuum damage and fracture mechanics can be applied to the modelling of the hysteretic behaviour of Reinforced Concrete (RC) frame members under variable axial loads. A frame member is considered as the assemblage of an elastic beam-column and two inelastic hinges, as in conventional nonlinear analysis of RC frames. As a result of the combination of damage mechanics and standard RC theory, a simplified model of damage is proposed and implemented as a finite element (FE). This new element can be used with any non-linear commercial FE program. The numerical simulation of several experiments, for which data were available in the literature, verifies the accuracy of the model. Copyright © 1999 John Wiley & Sons, Ltd. 相似文献
490.