標(biāo)題: Titlebook: Single Piles in Liquefiable Ground; Seismic Response and Rui Wang Book 2016 Springer-Verlag Berlin Heidelberg 2016 Constitutive Model.Lique [打印本頁(yè)] 作者: 神像之光環(huán) 時(shí)間: 2025-3-21 16:58
書(shū)目名稱Single Piles in Liquefiable Ground影響因子(影響力)
書(shū)目名稱Single Piles in Liquefiable Ground影響因子(影響力)學(xué)科排名
書(shū)目名稱Single Piles in Liquefiable Ground網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Single Piles in Liquefiable Ground網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Single Piles in Liquefiable Ground被引頻次
書(shū)目名稱Single Piles in Liquefiable Ground被引頻次學(xué)科排名
書(shū)目名稱Single Piles in Liquefiable Ground年度引用
書(shū)目名稱Single Piles in Liquefiable Ground年度引用學(xué)科排名
書(shū)目名稱Single Piles in Liquefiable Ground讀者反饋
書(shū)目名稱Single Piles in Liquefiable Ground讀者反饋學(xué)科排名
作者: 知識(shí)分子 時(shí)間: 2025-3-21 21:03
Analysis of Seismic Single Pile Response in Liquefiable Ground,nd numerical simulations. Typical setups of single piles in liquefiable ground is studied to enhance the understanding of the major influence factors on the behaviour of piles in liquefiable ground, and the dynamic coupling of structure-pile inertial interaction and soil-pile kinematic interaction.作者: 含沙射影 時(shí)間: 2025-3-22 03:29
Book 2016or large post-liquefaction shear deformation of sand, formulated and implemented for parallel computing. It also presents a three-dimensional, dynamic finite element analysis method for piles in liquefiable ground, developed on the basis of this model,. Employing a combination of case analysis, cent作者: micronutrients 時(shí)間: 2025-3-22 08:04
Introduction,lly, pile foundations have been considered as an excellent choice for ground improvement in liquefaction susceptible areas due to its advantages in stability and displacement control. However, past major earthquakes have shown piles in liquefiable grounds to be susceptible to failure.作者: FLOAT 時(shí)間: 2025-3-22 11:32
A Unified Plasticity Model for Large Post-liquefaction Shear Deformation of Sand and Its Numerical on shear deformation based on its physics, allowing the unified description of pre- and post-liquefaction behaviour of sand; (2) directly links the cyclic mobility of sand with reversible and irreversible dilatancy, enabling the unified description of monotonic and cyclic loading; (3) introduces cri作者: Arb853 時(shí)間: 2025-3-22 16:12
Analysis of Seismic Single Pile Response in Liquefiable Ground,simulations. The seismic response of single piles in liquefiable ground is investigated in this chapter by conducting centrifuge shaking table tests and numerical simulations. Typical setups of single piles in liquefiable ground is studied to enhance the understanding of the major influence factors 作者: 不可思議 時(shí)間: 2025-3-22 17:17 作者: 蠟燭 時(shí)間: 2025-3-23 00:24
2190-5053 any tips on and insights into the basic force response mechaThis thesis focuses on the seismic response of piles in liquefiable ground. It describes the design of a three-dimensional, unified plasticity model for large post-liquefaction shear deformation of sand, formulated and implemented for paral作者: nugatory 時(shí)間: 2025-3-23 04:57
Introduction,lly, pile foundations have been considered as an excellent choice for ground improvement in liquefaction susceptible areas due to its advantages in stability and displacement control. However, past major earthquakes have shown piles in liquefiable grounds to be susceptible to failure.作者: 天然熱噴泉 時(shí)間: 2025-3-23 07:56
Conclusions and Future Work,neering. This dissertation tries to make an effort to improve the understanding of seismic pile behaviour in liquefiable ground by developing high fidelity numerical methods and analysing some of the aspects of the lateral and vertical pile response.作者: brother 時(shí)間: 2025-3-23 11:46
Springer Theseshttp://image.papertrans.cn/s/image/867823.jpg作者: 明智的人 時(shí)間: 2025-3-23 16:19 作者: 愛(ài)了嗎 時(shí)間: 2025-3-23 21:05
Dragload and Downdrag Settlement of Single Piles due to Post-liquefaction Reconsolidation,A fundamental error with the traditional neutral plane solution is that the neutral plane solution assumes that the pile settlement and soil settlement are equal at the depth of the neutral plane. However, it is the relative velocity, not the relative displacement that must be zero at the neutral plane depth.作者: 可能性 時(shí)間: 2025-3-24 00:22 作者: 露天歷史劇 時(shí)間: 2025-3-24 02:25
978-3-662-57023-4Springer-Verlag Berlin Heidelberg 2016作者: Hemodialysis 時(shí)間: 2025-3-24 06:45 作者: 易碎 時(shí)間: 2025-3-24 14:29 作者: BYRE 時(shí)間: 2025-3-24 15:06
Rui Wanglutionary intervention; the other was a direct encounter with the core of Hegel’s idealism, an encounter that had a direct bearing on his perceptions of God-building and even the revolutionary possibilities of varieties of religion outside the mainstream.作者: agonist 時(shí)間: 2025-3-24 20:33 作者: 無(wú)彈性 時(shí)間: 2025-3-25 00:35 作者: A保存的 時(shí)間: 2025-3-25 06:31 作者: CLAM 時(shí)間: 2025-3-25 08:09 作者: artless 時(shí)間: 2025-3-25 12:29
Integration of InSAR and GNSS Observations for the Determination of Atmospheric Water Vapourdelay is considered as a major limitation in Interferometric Synthetic Aperture Radar (InSAR) applications as well as high-precision applications of Global Navigation Satellite Systems (GNSS). On the other hand, the delay could be quantified to derive atmospheric parameters such as water vapour. Tem作者: fixed-joint 時(shí)間: 2025-3-25 16:16 作者: tenosynovitis 時(shí)間: 2025-3-25 23:15
Personality and Individual Assessmenty in which these are combined to achieve a distinct and unique person. This is a cumbersome definition, yet if it is simplified to manageable proportions and expressed as ‘that which makes a person unique’, there is very little definitive value left. Whether the long or short form of the definition 作者: anthesis 時(shí)間: 2025-3-26 03:08
,Ern?hrung — am Tisch der Weltgemeinschaft,ich der Sahara, wo immer mehr Menschen nicht genug zu essen haben. Es w?re allerdings verkürzt, die Ursache für Hunger ausschlie?lich auf das Bev?lkerungswachstum zurückzuführen; es ist vielmehr erforderlich, das Problem der Nahrungsversorgung im Rahmen der Gesamtentwicklung eines Landes bzw. einer 作者: Ankylo- 時(shí)間: 2025-3-26 05:59 作者: Forage飼料 時(shí)間: 2025-3-26 09:57 作者: 無(wú)可非議 時(shí)間: 2025-3-26 13:51 作者: 使厭惡 時(shí)間: 2025-3-26 18:57 作者: endure 時(shí)間: 2025-3-26 23:38
Ellen R. Auster,Krista K. Wylie,Michael S. Valentethe built environment as a social-ecological system that embeds living systems and engineering and technological ones. It affects design practices and is facilitated by new knowledge drawn from biology, urban ecology and ecosystem services analysis that are proposing new approaches to architecture a作者: RAGE 時(shí)間: 2025-3-27 02:53
Gasoline engine combustion development for EU 6c emission legislation,be in the focus of engine development, but also Particle Number (PN) and Mass (PM)..In order to achieve Euro 6c PN-emission targets, more than a 95% PN reduction over a Euro 5 calibration is required. A major portion of this required PN reduction can be achieved by increasing fuel pressure at part l作者: countenance 時(shí)間: 2025-3-27 07:26 作者: Abnormal 時(shí)間: 2025-3-27 09:39
Nancy J. Hodges,Albert N. Linkicht gel?stes Problem bildet, muss es offen bleiben, ob die inhaltlich sinnvolle und für das Frühjahr 2009 vorgesehene Studie denn auch realisiert werden kann. Unser ganz besonderer Dank gebührt ein weiteres Mal Frau Beate Silber, die erneut h?chst kompetent und nicht minder gelassen den Satz des Ma作者: Amplify 時(shí)間: 2025-3-27 16:11
Conference proceedings 2001and 102 papers submitted. The papers are organized in topical sections on metamodeling, activity diagrams, OCL, architecture and patterns, analysis and testing, performance and databases, graph transformations, real-time and embedded systems, associations and ontology, statecharts, components, and use cases.作者: 東西 時(shí)間: 2025-3-27 18:55
