標題: Titlebook: Extreme Man-Made and Natural Hazards in Dynamics of Structures; Adnan Ibrahimbegovic,Ivica Kozar Conference proceedings 20071st edition Sp [打印本頁] 作者: Cataplexy 時間: 2025-3-21 19:09
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書目名稱Extreme Man-Made and Natural Hazards in Dynamics of Structures讀者反饋學科排名
作者: BOGUS 時間: 2025-3-21 21:07
Lilli Braunisch,Clelia Minnetianproaches usually use some form of perturbation or Monte Carlo simulation. This is contrasted here with more recent methods based on stochastic Galerkin approximations. Also some approaches to an adaptive uncertainty quantification are pointed out.作者: 騎師 時間: 2025-3-22 03:48 作者: COM 時間: 2025-3-22 07:56 作者: 水獺 時間: 2025-3-22 11:33 作者: Adulate 時間: 2025-3-22 16:24 作者: Adulate 時間: 2025-3-22 20:33
Schlussbetrachtung und Ausblick,ysical test data are frequently not available, or only available for some similar conditions. To then reach a high level of confidence in the computed solutions requires that reliable finite element procedures be used.作者: 笨拙的我 時間: 2025-3-23 00:40 作者: 描繪 時間: 2025-3-23 04:20 作者: conference 時間: 2025-3-23 08:27 作者: 蒙太奇 時間: 2025-3-23 13:15 作者: 大量殺死 時間: 2025-3-23 15:07
THE HISTORY OF EARTHQUAKE ENGINEERING AT THE UNIVERSITY OF CALIFORNIA AT BERKELEY AND RECENT DEVELOPncorporated into the SAP 2000 programs (developed by Computers and Structures, Inc. in Berkeley) and have been used in the analysis of hundreds of large structural systems. This most recent research and development work was conducted since the author’s retirement in 1991 from teaching at the University.作者: 死亡 時間: 2025-3-23 20:46 作者: ABYSS 時間: 2025-3-23 22:24
DYNAMICS OF TSUNAMI WAVESthese problems can be solved analytically, most require numerical techniques. The inundation phase is less documented than the other phases. It is shown that methods based on Smoothed Particle Hydrodynamics (SPH) are particularly well-suited for the inundation phase. Directions for future research are outlined.作者: 鎮(zhèn)壓 時間: 2025-3-24 04:13
Conference proceedings 20071st editionhe problems of this kind from the viewpoint of structural integrity, which also justifies putting them on the same basis and addressing them within the same context, is their sudden appearance, their transient nature and the need to evaluate the consequence for a high level of uncertainty in quantif作者: 吝嗇性 時間: 2025-3-24 10:24
1871-4668 putting them on the same basis and addressing them within the same context, is their sudden appearance, their transient nature and the need to evaluate the consequence for a high level of uncertainty in quantif978-1-4020-5655-0978-1-4020-5656-7Series ISSN 1871-4668 Series E-ISSN 1871-4692 作者: vitrectomy 時間: 2025-3-24 11:18
Innovationsorientiertes Bildungsmanagement finite strain elasto-plastic (viscoplastic) deformation and element technology capable of dealing with plastic incompressibility. Other important aspects such as adaptive mesh refinement strategies are discussed and procedures are presented for undertaking the transition from continuously distribut作者: Foregery 時間: 2025-3-24 16:17
https://doi.org/10.1007/978-3-658-18704-0ms for massive structures, as well as the issues pertaining to the time integration schemes in presence of different scales in time variation of different sub-problems brought by a particular nature of loading (both for a very short and a very long loading duration) and finally the issues related to作者: Fissure 時間: 2025-3-24 20:47
Innovationspolitik in globalisierten Arenentory analyses are performed in a parallel computing environment. The objective of the study is to obtain the design with the least material weight, and thus with less cost, that is capable to respond with the desired confidence for each performance level following the specifications of FEMA-350.作者: 清真寺 時間: 2025-3-25 01:32
https://doi.org/10.1007/978-3-322-87195-4o the proposal of Nielsen et al. (2001). The load induced thermal strain is obtained by employing the bi-parabolic model, which was recently proposed by Nielsen et al. (2004). It is assumed that the total load induced thermal strain is irrecoverable, i.e. creep component is neglected. The model is i作者: panorama 時間: 2025-3-25 03:41 作者: Irascible 時間: 2025-3-25 09:33
Extreme Man-Made and Natural Hazards in Dynamics of Structures作者: Bernstein-test 時間: 2025-3-25 13:57 作者: 艦旗 時間: 2025-3-25 16:31
NONLINEAR TRANSIENT ANALYSIS AND DESIGN OF COMPLEX ENGINEERING STRUCTURES FOR WORST CASE ACCIDENTS :ms for massive structures, as well as the issues pertaining to the time integration schemes in presence of different scales in time variation of different sub-problems brought by a particular nature of loading (both for a very short and a very long loading duration) and finally the issues related to作者: forbid 時間: 2025-3-25 22:33 作者: 妨礙議事 時間: 2025-3-26 00:09 作者: Spirometry 時間: 2025-3-26 06:18
EARTHQUAKE ENGINEERING EXPERIMENTAL RESEARCH AT JRC-ELSAsticated techniques have allowed for the first time to obtain most valuable information on the seismic experimental response of a torsionally unbalanced existing building in its original and retrofitted configurations.作者: 占卜者 時間: 2025-3-26 12:18
https://doi.org/10.1007/978-1-4020-5656-7Halle; LCM; Probability theory; STATISTICA; computer; concrete; construction; modeling; numerical methods; si作者: 搜集 時間: 2025-3-26 16:18
978-1-4020-5655-0Springer Science+Business Media B.V. 2007作者: landmark 時間: 2025-3-26 20:43
Extreme Man-Made and Natural Hazards in Dynamics of Structures978-1-4020-5656-7Series ISSN 1871-4668 Series E-ISSN 1871-4692 作者: CESS 時間: 2025-3-26 21:54
Innovationsorientiertes Bildungsmanagement discontinuous state, are reviewed in the present work. Particular attention is focused on the numerical modelling of the progressive damage that precedes crack initiation for both brittle/ductile materials and the introduction of discrete fractures within an initially continuum formulation. For pro作者: 含水層 時間: 2025-3-27 01:56 作者: Corroborate 時間: 2025-3-27 09:14
Schlussbetrachtung und Ausblick, deformations and possibly failure. The analysis should be conducted with finite element methods that are as reliable as possible and effective. The requirement of reliability is important in any finite element analysis but is particularly important in simulations involving extreme loadings since ph作者: 帶來 時間: 2025-3-27 10:21 作者: 縫紉 時間: 2025-3-27 13:36 作者: 起來了 時間: 2025-3-27 18:32 作者: Choreography 時間: 2025-3-27 21:58 作者: 決定性 時間: 2025-3-28 03:32 作者: 愛得痛了 時間: 2025-3-28 08:36
Schlussbetrachtung und Ausblick,ed by the incompressible Navier-Stokes equations and modelled by using stabilised low order velocity-pressure finite elements. The motion of the fluid domain is accounted for by an arbitrary Lagrangian-Eulerian (ALE) strategy. The flexible structure is represented by means of appropriate standard fi作者: arthroscopy 時間: 2025-3-28 12:12 作者: Hippocampus 時間: 2025-3-28 15:08 作者: 小木槌 時間: 2025-3-28 21:47 作者: 紡織品 時間: 2025-3-28 23:22
Positionierung von Innovationenat the University of California at Berkeley during the period of 1950 to 1990. The second part of the paper is to present a few recently developed numerical algorithms for dynamic analysis that are required in the design of wind, wave and earthquake resistant structures. These algorithms have been i作者: 黑豹 時間: 2025-3-29 04:29
https://doi.org/10.1007/978-3-8349-8392-3ive thermo-hygromechanical coupling (T-H-M), in order to account for the development of spallation pressures at exposures to high temperatures. Simulation of the ageing process in prestressed concrete pressure vessels is also considered.作者: 舊病復發(fā) 時間: 2025-3-29 09:36 作者: ARIA 時間: 2025-3-29 12:57 作者: Adj異類的 時間: 2025-3-29 17:12
REDUCING THE EARTHQUAKE INDUCED DAMAGE AND RISK IN MONUMENTAL STRUCTURES: EXPERIENCE AT ECOLE POLYTEncluding transient uplift pressures in cracks, (b) related computer programs, (c) dam strengthening using post-tension anchors, and (d) related experimental validation work. The paper refers principally to research and development work performed at école Polytechnique de Montréal (Montréal University, Canada), in recent years.作者: 多樣 時間: 2025-3-29 20:17
Adnan Ibrahimbegovic,Ivica KozarThe original approach of the book concerns constructing the sufficiently complete framework for dealing with new challenges in man-made and natural hazards, which calls for the expertise from several 作者: 樂器演奏者 時間: 2025-3-30 01:29 作者: insightful 時間: 2025-3-30 06:23 作者: 粗糙濫制 時間: 2025-3-30 11:30 作者: DEFER 時間: 2025-3-30 16:11
ON RELIABLE FINITE ELEMENT METHODS FOR EXTREME LOADING CONDITIONS deformations and possibly failure. The analysis should be conducted with finite element methods that are as reliable as possible and effective. The requirement of reliability is important in any finite element analysis but is particularly important in simulations involving extreme loadings since ph作者: 尖 時間: 2025-3-30 18:49
