標(biāo)題: Titlebook: Computational Methods in Earthquake Engineering; Volume 2 Manolis Papadrakakis,Michalis Fragiadakis,Vagelis Book 2013 Springer Science+Bus [打印本頁] 作者: 決絕 時(shí)間: 2025-3-21 17:18
書目名稱Computational Methods in Earthquake Engineering影響因子(影響力)
書目名稱Computational Methods in Earthquake Engineering影響因子(影響力)學(xué)科排名
書目名稱Computational Methods in Earthquake Engineering網(wǎng)絡(luò)公開度
書目名稱Computational Methods in Earthquake Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Computational Methods in Earthquake Engineering被引頻次
書目名稱Computational Methods in Earthquake Engineering被引頻次學(xué)科排名
書目名稱Computational Methods in Earthquake Engineering年度引用
書目名稱Computational Methods in Earthquake Engineering年度引用學(xué)科排名
書目名稱Computational Methods in Earthquake Engineering讀者反饋
書目名稱Computational Methods in Earthquake Engineering讀者反饋學(xué)科排名
作者: gait-cycle 時(shí)間: 2025-3-21 23:09 作者: 帳單 時(shí)間: 2025-3-22 02:44
https://doi.org/10.1007/978-94-007-6573-3Computational methods; ECCOMAS; Earthquake engineering; Performance based Design; Seismic Design; Structu作者: 被詛咒的人 時(shí)間: 2025-3-22 06:58 作者: 一夫一妻制 時(shí)間: 2025-3-22 10:02 作者: Corral 時(shí)間: 2025-3-22 16:05
https://doi.org/10.1007/BFb0028945r investigation comprises of a continuously inhomogeneous layer over a homogeneous one of higher stiffness. The excitation is specified at the bottom of the base layer in the form of vertically propagating harmonic S waves. Shear wave propagation velocity in the inhomogeneous layer is described by a作者: Corral 時(shí)間: 2025-3-22 18:42 作者: 流浪 時(shí)間: 2025-3-23 00:19
Leopold Mathelitsch,Willibald Plessas in earthquake engineering practice because of the good compromise between accuracy and computational cost. This chapter presents a three-dimensional inelastic beam-column element of this type with significant capabilities for the description of the global and local response of frames under monotoni作者: ostensible 時(shí)間: 2025-3-23 01:32
https://doi.org/10.1007/BFb0028945mple measures. The non-structural elements may be attached to both elastic and ductile load-bearing frame structures. The methodology is based on modified modal superposition of floor response spectra for SDOF oscillators on SDOF supporting structures. Dynamic interaction between the substructures i作者: phytochemicals 時(shí)間: 2025-3-23 06:12
Shun Weng,Hongping Zhu,Yong Xiainear static methods. It is demonstrated that the nonlinear static procedure (NSP) has much value in understanding important behavior characteristics that are not being explored in a nonlinear response history analysis (NRHA) in which engineers usually focus on a “blind” demand/capacity assessment r作者: lactic 時(shí)間: 2025-3-23 10:26 作者: 發(fā)牢騷 時(shí)間: 2025-3-23 17:41 作者: MAL 時(shí)間: 2025-3-23 19:34
Shun Weng,Hongping Zhu,Yong Xia meet current seismic code requirements. In these structures, not only flexure, but also shear and bond-slip deformation mechanisms need to be considered, both separately and in combination. To serve this goal, a finite element model is developed for inelastic seismic analysis of complete planar R/C作者: etidronate 時(shí)間: 2025-3-24 01:41
Substructuring in Engineering Dynamics(PGA). The National Building Code of Canada (NBCC) has considerably changed the seismic hazard level from 10?% in 50 years in NBCC1995 to 2?% in 50 years in NBCC2010, which leads to doubling the PGA in Vancouver from 0.24. to 0.46.. The current design PGA leads to very large seismic forces that make作者: 短程旅游 時(shí)間: 2025-3-24 04:37 作者: SNEER 時(shí)間: 2025-3-24 08:28
Dirk Scheer,Holger Class,Bernd Flemischtitanium bars (reinforcement) fixed into place with cement mortar. The basic criterion for the design of such connections is that, in case of a seismic event, the reinforcement should absorb the seismic energy and fail before the marble suffers any damage. For the dimensioning of these connections, 作者: 卵石 時(shí)間: 2025-3-24 14:26
Dirk Scheer,Holger Class,Bernd Flemischehavior of stand-alone rocking structures has been thoroughly investigated, but there are relatively few theoretical studies on the response of retrofitted rocking structures. In practice, despite the benefits of allowing rocking motion, rocking behavior is typically prevented instead of optimized. 作者: VOC 時(shí)間: 2025-3-24 16:02 作者: 魅力 時(shí)間: 2025-3-24 21:02
Peter J. Thorburn,Wayne S. Meyer analysis by the piecewise linear fitting of the capacity curve. In the approach proposed herein, the error introduced by the bilinear fit of the force-deformation relationship is quantified by studying it at the single degree of freedom (SDOF) system level, away from any interference from multiple 作者: Spongy-Bone 時(shí)間: 2025-3-25 00:16
Dynamics of Saltwater–Freshwater Interfacenitoring of characteristic Engineering Demand Parameters (EDPs) of the structure for all these different instances is presented. This provides the necessary data to estimate the overall performance of a structure at a particular site of specified seismic hazard within the framework of Incremental Dy作者: watertight, 時(shí)間: 2025-3-25 05:14 作者: 現(xiàn)暈光 時(shí)間: 2025-3-25 10:36 作者: 單調(diào)性 時(shí)間: 2025-3-25 14:13 作者: 拒絕 時(shí)間: 2025-3-25 16:33 作者: 用肘 時(shí)間: 2025-3-25 23:31
https://doi.org/10.1007/BFb0028945echniques and equivalent homogeneous soil approximations. The latter are defined by means of alternative definitions for the representative shear wave velocity in the inhomogeneous layer. Results are presented in the form of normalized graphs demonstrating the effect of salient model parameters such作者: RENIN 時(shí)間: 2025-3-26 02:08
https://doi.org/10.1007/BFb0028945each of the aforementioned locations differs, with the lowest peak acceleration values observed at site M7 for all three components, independently of magnitude, azimuth and epicentral distance of the earthquake, a fact that can be attributed to local site conditions. In the present research effort, 作者: 戲服 時(shí)間: 2025-3-26 05:23
Leopold Mathelitsch,Willibald Plessaselding and the post-yield hardening behavior of the end sections. Comparisons of the hysteretic response of structural elements and small structural models between the proposed element and the more accurate, but computationally more expensive fiber section description of the cross section demonstrat作者: 自作多情 時(shí)間: 2025-3-26 12:00
Shun Weng,Hongping Zhu,Yong Xiaof both the building’s fragility and the prevailing failure mechanism, allowing the engineers to immediately identify the most vulnerable buildings that are likely to collapse in a potentially strong earthquake, as well as to set objectives for their rehabilitation.作者: Comedienne 時(shí)間: 2025-3-26 15:15 作者: 使熄滅 時(shí)間: 2025-3-26 18:52 作者: 吸氣 時(shí)間: 2025-3-27 01:01
Substructuring in Engineering Dynamics carried out on a typical basement wall designed using the M-O earth pressures with the NBCC1995 PGA for Vancouver. This wall is then subjected to three ground motions spectrally matched to the Uniform Hazard Spectrum prescribed by the NBCC2010 and the seismic performance of the wall under this leve作者: 休息 時(shí)間: 2025-3-27 05:11
https://doi.org/10.1007/978-3-030-51178-4 element results, proposes analytical equation for obtaining the reduction factor, which is the ratio of the effective width of a diagonal strut representing a wall with an opening over that of the solid RC infilled frame. The validity of the proposed equations is demonstrated by comparing our resul作者: MEAN 時(shí)間: 2025-3-27 09:03 作者: Mindfulness 時(shí)間: 2025-3-27 12:26
Dirk Scheer,Holger Class,Bernd Flemischhe pertinent envelopes of the free rocking block. Preliminary experimental work to verify analytical modeling is also presented. Finally, the same principles of controlling rocking behavior with damping are extended to a particular class of rocking problems, the dynamics of masonry arches. A pilot a作者: 短程旅游 時(shí)間: 2025-3-27 14:00 作者: Infelicity 時(shí)間: 2025-3-27 18:26
Peter J. Thorburn,Wayne S. Meyerr introduced in the SPO analysis if compared to the fit approaches provided by most codes. The main differences are (a) closely fitting the initial stiffness of the capacity curve and (b) matching the maximum strength value, rather than disregarding them in favor of balancing areas or energies. Empl作者: 蔓藤圖飾 時(shí)間: 2025-3-28 01:25 作者: filial 時(shí)間: 2025-3-28 02:53
https://doi.org/10.1007/978-94-007-1306-2ng a methodology that implements an analysis in successive steps with an increasing level of detail. Only the buildings with seismic risk higher than a given threshold go through to the following phase, so that the number of buildings analysed decreases at each phase. The implemented procedure follo作者: correspondent 時(shí)間: 2025-3-28 07:33
https://doi.org/10.1007/978-94-007-1306-2y resonances can be found in the literature. The transformation of the MDOF cable net to the SDOF one is obtained by similarity relations. The comparison between the two models by means of the steady-state amplitude of the central node demonstrates that the behaviour of the SDOF model describes sati作者: Obsequious 時(shí)間: 2025-3-28 11:19
https://doi.org/10.1007/978-94-007-1306-2ith those installed at the existing TV towers was examined in the laboratory of the Institute of Theoretical and Applied Mechanics. The response spectrum demonstrates a strongly non-linear character of the absorber. The response amplitudes at the top of a TV tower with ball absorber were reduced to 作者: maculated 時(shí)間: 2025-3-28 14:41
Dynamics of Saltwater–Freshwater Interfaceects of randomly simulated construction defects are analyzed. Preliminary results showed that the simulated construction defects have only limited influence on the global hysteretic behaviour of the system and that the simultaneous loss of contact may occur only for a limited number of devices. On t作者: 鞠躬 時(shí)間: 2025-3-28 22:06 作者: Left-Atrium 時(shí)間: 2025-3-29 00:29 作者: Truculent 時(shí)間: 2025-3-29 04:28
An Efficient Beam-Column Element for Inelastic 3D Frame Analysis,elding and the post-yield hardening behavior of the end sections. Comparisons of the hysteretic response of structural elements and small structural models between the proposed element and the more accurate, but computationally more expensive fiber section description of the cross section demonstrat作者: 本能 時(shí)間: 2025-3-29 07:36 作者: 展覽 時(shí)間: 2025-3-29 13:28 作者: LAST 時(shí)間: 2025-3-29 18:43
Damage Analysis of Reinforced Concrete Structures with Substandard Detailing,emented in the general inelastic finite element code IDARC2D and it is verified against experimental results involving individual column and plane frame specimens with non-ductile detailing. It is shown that, in all cases, satisfactory correlation is established between the model predictions and the作者: 帶來的感覺 時(shí)間: 2025-3-29 21:23
Seismic Evaluation of Existing Basement Walls, carried out on a typical basement wall designed using the M-O earth pressures with the NBCC1995 PGA for Vancouver. This wall is then subjected to three ground motions spectrally matched to the Uniform Hazard Spectrum prescribed by the NBCC2010 and the seismic performance of the wall under this leve作者: CRASS 時(shí)間: 2025-3-30 02:27
Modeling of Infilled Framed Structures, element results, proposes analytical equation for obtaining the reduction factor, which is the ratio of the effective width of a diagonal strut representing a wall with an opening over that of the solid RC infilled frame. The validity of the proposed equations is demonstrated by comparing our resul作者: 慟哭 時(shí)間: 2025-3-30 04:42
Numerical Evaluation of the Seismic Efficiency of Connections of Fractures and Complements of Ancie method. The results show that the design is adequate, as the stresses induced to the reinforcement bars were always less than their ultimate strength and, in many cases, considerably less than their yield resistance as well.作者: endoscopy 時(shí)間: 2025-3-30 09:57 作者: 大洪水 時(shí)間: 2025-3-30 15:49
Innovative Computing Environment for Fast and Accurate Prediction of Approximate IDA Curves,application enables quadrilinear idealization of the pushover curve, including strength degradation. Structural collapse capacity can therefore also be estimated. Very good agreement between the computed and the approximated IDA curves was observed if the error is measured in terms of peak ground or作者: overweight 時(shí)間: 2025-3-30 18:04 作者: 脆弱帶來 時(shí)間: 2025-3-30 20:47
Collapse Fragility Curves of RC Frames with Varying Design Parameters,sis of Eurocodes is of primal importance. The Bouc-Wen model, as implemented in “Plastique” code, with parameters established based on existing experimental data, is considered implementing the IDA procedure. Through this modeling, a?series of plane frames of different number of spans and stories de作者: Kinetic 時(shí)間: 2025-3-31 01:16
Seismic Risk Assessment of Italian School Buildings,ng a methodology that implements an analysis in successive steps with an increasing level of detail. Only the buildings with seismic risk higher than a given threshold go through to the following phase, so that the number of buildings analysed decreases at each phase. The implemented procedure follo作者: 有罪 時(shí)間: 2025-3-31 07:36
Nonlinear Dynamic Response of MDOF Cable Nets Estimated by Equivalent SDOF Models,y resonances can be found in the literature. The transformation of the MDOF cable net to the SDOF one is obtained by similarity relations. The comparison between the two models by means of the steady-state amplitude of the central node demonstrates that the behaviour of the SDOF model describes sati作者: BRIEF 時(shí)間: 2025-3-31 12:31 作者: 面包屑 時(shí)間: 2025-3-31 16:20 作者: tenosynovitis 時(shí)間: 2025-3-31 20:34 作者: depreciate 時(shí)間: 2025-4-1 00:49 作者: BARGE 時(shí)間: 2025-4-1 05:11 作者: gastritis 時(shí)間: 2025-4-1 09:17
Seismic Assessment of Steel Moment Frames Using Simplified Nonlinear Models,ssessment of steel moment frame demands even for low-rise frames. The conclusion is that both NSP and NRHA have intrinsic value and that it is advisable to employ a combination of both to understand seismic performance of steel moment frames and to quantify important engineering demand parameters for these lateral resisting structural systems.
