標題: Titlebook: Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson; Selected Topics Rajesh Rupakhety,Símon ólafsson Book 2018 [打印本頁] 作者: aspirant 時間: 2025-3-21 17:53
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson影響因子(影響力)
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson影響因子(影響力)學(xué)科排名
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson網(wǎng)絡(luò)公開度
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson被引頻次
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson被引頻次學(xué)科排名
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson年度引用
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson年度引用學(xué)科排名
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson讀者反饋
書目名稱Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson讀者反饋學(xué)科排名
作者: Fissure 時間: 2025-3-22 00:10 作者: debase 時間: 2025-3-22 00:57 作者: 粗野 時間: 2025-3-22 06:56
Geotechnical, Geological and Earthquake Engineeringhttp://image.papertrans.cn/e/image/300892.jpg作者: Pantry 時間: 2025-3-22 11:42
Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson978-3-319-62099-2Series ISSN 1573-6059 Series E-ISSN 1872-4671 作者: paragon 時間: 2025-3-22 14:30
https://doi.org/10.1007/978-3-658-08237-6an serviceability in design. Rather than sticking to the established precepts of prescriptive design rules, design has turned toward the achievement of specific results through procedures that are tailored for different buildings and uses. These procedures represent notable research contributions, b作者: paragon 時間: 2025-3-22 19:05
https://doi.org/10.1057/978-1-137-60012-7te of failures. In view of the uncertainty about such events, structures should be designed to be resilient to their foreseeable consequences. The paper presents an overview and sample results of an investigation of critical components, subassemblies thereof and whole concrete structures under simul作者: Sleep-Paralysis 時間: 2025-3-22 21:20
https://doi.org/10.1057/978-1-137-58897-5in earthquake source and path effects may be considered using a large number of acceleration records compatible with the earthquake hazard. An important step is the selection and scaling of input acceleration records. Likewise, a large number of soil profiles need to be considered to account for the作者: Medley 時間: 2025-3-23 01:32 作者: 輕信 時間: 2025-3-23 09:27
Hindu Theodicies: The Problem of Evil,od. To improve the knowledge about RC walls, adequate numerical models are needed. A robust macro MVLEM-FD-SFI element has been developed at the University of Ljubljana. It can be efficiently used to model very complex axial-flexural-shear interactions which are typical of the seismic response of ma作者: 不在灌木叢中 時間: 2025-3-23 11:25
,Key Sectors’ Profiles since 1945,triple impulse with the equivalent magnitude. This is based on the fact that the main part of most near-fault ground motions consists of a few-cycle, nearly sinusoidal waves, transformable into a double impulse or a triple impulse, and such waves govern the maximum response. It is shown that, when a作者: 誘使 時間: 2025-3-23 14:10
From Romances to Officialdom Novels,conomic losses. Seismic base isolation is an emerging technology for assuring seismic safety of these critical structures. It reduces the effective seismic forces by shifting the fundamental period of the structural system out of the resonance range via use of laterally flexible isolation system ele作者: 智力高 時間: 2025-3-23 18:55
What Did Jesus Mean in John 14.6?,ontinental shelf of the North Atlantic Ocean has changed this view considerably. Most tsunamis are triggered by earthquakes, but if it starts a landslide, the tsunami can become enormous, even though the earthquake is small. The energy balance in such tsunamis was studied for the first time using th作者: nautical 時間: 2025-3-23 22:23 作者: Proponent 時間: 2025-3-24 02:34 作者: 莊嚴 時間: 2025-3-24 09:24 作者: occult 時間: 2025-3-24 11:46 作者: 向前變橢圓 時間: 2025-3-24 15:12
Towards the Concept of Algorithm,tween the wind characteristics and the bridge response. The bridge, as well as the extensive monitoring system installed on it, is introduced. The wind velocities and bridge deck accelerations were recorded on several locations along the bridge span using 20 accelerometers and 9 anemometers. The lat作者: excrete 時間: 2025-3-24 22:46
The First Prayer Book of Edward VI, presented. An exemplified model setup and simulation results from the selected case study are presented. Secondly, data obtained from extensive structural and environmental monitoring of the studied bridge are presented. Data analyses attempting to visualize the correlations between excitation sour作者: Dawdle 時間: 2025-3-25 01:17 作者: nominal 時間: 2025-3-25 07:20 作者: APRON 時間: 2025-3-25 07:29 作者: epinephrine 時間: 2025-3-25 14:17 作者: Nomadic 時間: 2025-3-25 17:40 作者: ENDOW 時間: 2025-3-25 23:47
Challenges in Modelling the Seismic Response of RC Walls MVLEM-FD-SFI can capture different aspects of the global response very well, e.g., it can describe the buckling of the longitudinal bars as well as the significant degradation of different shear mechanisms.作者: Concerto 時間: 2025-3-26 02:32 作者: 奇怪 時間: 2025-3-26 07:32
Full-Scale Measurement and Analysis of Wind-Induced Vibrations of a Longs-Span Suspension Bridge in ployed to elaborate on the significant variability observed in response components. Using wind field statistics as predictor variables in the analyses, the variability in response was attributed to the variability in the wind field. The effect of wind-related variables on the response and their interactions are presented using surface plots.作者: deface 時間: 2025-3-26 09:32 作者: 細胞 時間: 2025-3-26 16:23
The First Prayer Book of Edward VI,tural and environmental monitoring of the studied bridge are presented. Data analyses attempting to visualize the correlations between excitation sources and response quantities are discussed. Finally, an operational modal analysis is carried out, to attempt to identify the modal parameters from response measurements only.作者: Genistein 時間: 2025-3-26 20:53
Simulation and Monitoring of Floating Bridge Behaviourtural and environmental monitoring of the studied bridge are presented. Data analyses attempting to visualize the correlations between excitation sources and response quantities are discussed. Finally, an operational modal analysis is carried out, to attempt to identify the modal parameters from response measurements only.作者: Cocker 時間: 2025-3-26 22:07 作者: 大洪水 時間: 2025-3-27 02:02
https://doi.org/10.1057/978-1-137-60012-7ainst progressive collapse is discussed. On the basis of the outcomes, design features which enhance resilience to multiple hazards are elaborated and contrasted to those which are efficient against one type of hazard but adverse for others.作者: goodwill 時間: 2025-3-27 08:20 作者: 險代理人 時間: 2025-3-27 10:52
Hetero-functional Graph Theory,ental Dynamic Analyses (IDA) on a four-storey RC frame designed to Eurocodes. The IDA study presented in the chapter illustrates the fact that the elemental damping models give a more reliable estimate for the structural responses in comparison to all other models.作者: 原始 時間: 2025-3-27 14:13 作者: Fester 時間: 2025-3-27 21:09
Synergies and Conflicts Between Seismic Design and Design for Other Extreme Actionsainst progressive collapse is discussed. On the basis of the outcomes, design features which enhance resilience to multiple hazards are elaborated and contrasted to those which are efficient against one type of hazard but adverse for others.作者: Pelvic-Floor 時間: 2025-3-28 01:40 作者: 合乎習(xí)俗 時間: 2025-3-28 04:36
Inherent Damping in Nonlinear Time-History Analyses: A Recommended Modelling Approachental Dynamic Analyses (IDA) on a four-storey RC frame designed to Eurocodes. The IDA study presented in the chapter illustrates the fact that the elemental damping models give a more reliable estimate for the structural responses in comparison to all other models.作者: faculty 時間: 2025-3-28 07:39 作者: 猛擊 時間: 2025-3-28 11:57
Genealogy of Performance-Based Seismic Design: Is the Present a Re-crafted Version of the Past?an serviceability in design. Rather than sticking to the established precepts of prescriptive design rules, design has turned toward the achievement of specific results through procedures that are tailored for different buildings and uses. These procedures represent notable research contributions, b作者: 郊外 時間: 2025-3-28 14:38
Synergies and Conflicts Between Seismic Design and Design for Other Extreme Actionste of failures. In view of the uncertainty about such events, structures should be designed to be resilient to their foreseeable consequences. The paper presents an overview and sample results of an investigation of critical components, subassemblies thereof and whole concrete structures under simul作者: Engaged 時間: 2025-3-28 19:23
A Simplified Approach for Site-Specific Design Spectrumin earthquake source and path effects may be considered using a large number of acceleration records compatible with the earthquake hazard. An important step is the selection and scaling of input acceleration records. Likewise, a large number of soil profiles need to be considered to account for the作者: gustation 時間: 2025-3-29 00:08 作者: Facilities 時間: 2025-3-29 04:10
Challenges in Modelling the Seismic Response of RC Wallsod. To improve the knowledge about RC walls, adequate numerical models are needed. A robust macro MVLEM-FD-SFI element has been developed at the University of Ljubljana. It can be efficiently used to model very complex axial-flexural-shear interactions which are typical of the seismic response of ma作者: Glycogen 時間: 2025-3-29 08:46
Critical Response of Elastic-Plastic Structures to Near-Fault Ground Motions and Its Application to triple impulse with the equivalent magnitude. This is based on the fact that the main part of most near-fault ground motions consists of a few-cycle, nearly sinusoidal waves, transformable into a double impulse or a triple impulse, and such waves govern the maximum response. It is shown that, when a作者: Germinate 時間: 2025-3-29 12:10 作者: Disk199 時間: 2025-3-29 18:17 作者: 雜色 時間: 2025-3-29 20:58
Surface Strain Rate Tensor Field for Iceland Based on a GPS Network movements within the tectonic system of Iceland. The surface strain rates presented are derived using GPS measurements at the base stations of the National Land Survey of Iceland reference network. The GPS observations are discussed, and the derived average velocity field for an 11-year period, fro作者: 其他 時間: 2025-3-30 00:18
Determination of Parameters for Stochastic Strong Motion Models Representing Earthquakes in the Soutotion network established (from 1986 to 2008). The model is found to provide a good fit to the ground motion records. Parameters were estimated for the earthquakes of 17th June 2000 .. 6.5, 21st June 2000 .. 6.4, 29 May 2008 .. 6.3 and 25 May 1987 .. 5.8. Great variability in parameters was observed作者: 要塞 時間: 2025-3-30 05:03 作者: perjury 時間: 2025-3-30 08:32
Earthquake-Safe and Energy-Efficient Infill Panels for Modern Buildingsitions, widely used as non-structural elements in reinforced concrete frames, are significantly vulnerable when subjected to seismic actions. Moreover, they highly affect the structural behavior and seismic response of typical, multi-story buildings, strongly influencing their repair costs due to th作者: 課程 時間: 2025-3-30 15:30 作者: 健談 時間: 2025-3-30 18:18
Simulation and Monitoring of Floating Bridge Behaviour presented. An exemplified model setup and simulation results from the selected case study are presented. Secondly, data obtained from extensive structural and environmental monitoring of the studied bridge are presented. Data analyses attempting to visualize the correlations between excitation sour作者: adroit 時間: 2025-3-30 21:50
