標題: Titlebook: Developments in Dynamic Soil-Structure Interaction; Polat Gülkan,Ray W. Clough Book 1993 Springer Science+Business Media Dordrecht 1993 de [打印本頁] 作者: Intimidate 時間: 2025-3-21 18:12
書目名稱Developments in Dynamic Soil-Structure Interaction影響因子(影響力)
書目名稱Developments in Dynamic Soil-Structure Interaction影響因子(影響力)學(xué)科排名
書目名稱Developments in Dynamic Soil-Structure Interaction網(wǎng)絡(luò)公開度
書目名稱Developments in Dynamic Soil-Structure Interaction網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Developments in Dynamic Soil-Structure Interaction被引頻次
書目名稱Developments in Dynamic Soil-Structure Interaction被引頻次學(xué)科排名
書目名稱Developments in Dynamic Soil-Structure Interaction年度引用
書目名稱Developments in Dynamic Soil-Structure Interaction年度引用學(xué)科排名
書目名稱Developments in Dynamic Soil-Structure Interaction讀者反饋
書目名稱Developments in Dynamic Soil-Structure Interaction讀者反饋學(xué)科排名
作者: GLOOM 時間: 2025-3-21 21:27
Development of Analytical Techniques in Soil-Structure Interaction,l Excavation. Effective input motions of flexible and rigid foundations are easily obtained once the dynamic stiffness and free-field response of virgin soil are known. Examples presented are the stiffness and damping influence coefficients as well as the components of effective base input motion of作者: 虛弱 時間: 2025-3-22 01:31 作者: ostensible 時間: 2025-3-22 08:20 作者: Prosaic 時間: 2025-3-22 10:59
Handbook of Community Sentimentl Excavation. Effective input motions of flexible and rigid foundations are easily obtained once the dynamic stiffness and free-field response of virgin soil are known. Examples presented are the stiffness and damping influence coefficients as well as the components of effective base input motion of作者: HAUNT 時間: 2025-3-22 15:12
Book 1993or of soil canbe modeled. Two contributors have addressed this problem from thecomputational and physical characterization viewpoints..The book illustrates practical areas with the analysis of tunnellinings and stiffness and damping of pile groups. Finally, design codeprovisions and derivation of de作者: HAUNT 時間: 2025-3-22 18:43
Handbook of Community Sentimentased on the boundary element method in the time or frequency domain. In the latter case various so-called realizations in the time domain are distinguished using the extent of the frequency-domain calculations as a criterion. The temporal global coupling of the interaction force-displacement relationship can be eliminated with these realizations.作者: MIRTH 時間: 2025-3-22 21:24
Survey and Classification of Computational Approaches in Soil-Structure Interaction: Comparison of ased on the boundary element method in the time or frequency domain. In the latter case various so-called realizations in the time domain are distinguished using the extent of the frequency-domain calculations as a criterion. The temporal global coupling of the interaction force-displacement relationship can be eliminated with these realizations.作者: Forehead-Lift 時間: 2025-3-23 02:19 作者: 制造 時間: 2025-3-23 09:30 作者: 聲音刺耳 時間: 2025-3-23 10:19 作者: Receive 時間: 2025-3-23 13:53
Design Concepts for Dynamics of Soil-Structure Interaction,he concepts involved are developed by reference to relatively simple structures, but their application to more involved systems is also highlighted. In addition, a brief account is given of the application of some of these concepts in the formulation of appropriate seismic design provisions for building structures.作者: TAP 時間: 2025-3-23 20:51 作者: 爭吵加 時間: 2025-3-23 23:19 作者: 鉗子 時間: 2025-3-24 03:46 作者: mitral-valve 時間: 2025-3-24 09:46 作者: FLACK 時間: 2025-3-24 12:34
Anna Wright Stowell,Donald D. McGearyhe concepts involved are developed by reference to relatively simple structures, but their application to more involved systems is also highlighted. In addition, a brief account is given of the application of some of these concepts in the formulation of appropriate seismic design provisions for building structures.作者: Leaven 時間: 2025-3-24 16:16 作者: pulmonary-edema 時間: 2025-3-24 21:34 作者: 態(tài)度暖昧 時間: 2025-3-25 00:50 作者: creditor 時間: 2025-3-25 05:03 作者: 抱怨 時間: 2025-3-25 07:49
Development of Analytical Techniques in Soil-Structure Interaction,ture Methods of analysis. In current state-of-the-art both methods are represented by quite similar models with differences being restricted to the dynamic boundary conditions defined along the boundary of the finite soil region considered. Therefore achieving a common formulation equally applicable作者: Manifest 時間: 2025-3-25 12:04 作者: Mammal 時間: 2025-3-25 19:33
,A Structural Engineer’s View of Soil-Structure-Interaction,dation media is outlined. The development is divided into four phases, starting with a rigid foundation medium where there is no interaction with the structure and ending with a description of the frequency domain response analysis of a structure on a continuum foundation system. The purpose of the 作者: GLUT 時間: 2025-3-25 21:10 作者: 包裹 時間: 2025-3-26 02:55
Soil-Structure Interaction in Large Structures Subjected to Incoherent Ground Motions,ndation interaction. Governing equations of the motion are formulated and solved either in terms of random vibration or by means of simulated motions and FFT. Examples involving a concrete gravity dam and buried pipelines are given.作者: 和音 時間: 2025-3-26 06:00 作者: 數(shù)量 時間: 2025-3-26 10:58
Soil-Structure Interaction (SSI): Observations, Data, and Correlative Analysis,tions with site response and SSI analyses are presented. The SSI analysis process is discussed according to the component elements: specification of the free-field ground motion, models of soil and structures, SSI analysis, and interpretation of responses. Observed data and correlative analyses help作者: 放肆的你 時間: 2025-3-26 16:14 作者: SLING 時間: 2025-3-26 19:06
Design Concepts for Dynamics of Soil-Structure Interaction, presented with which these effects may be provided for rationally and cost-effectively in design. Both kinematic and inertial actions are examined. The concepts involved are developed by reference to relatively simple structures, but their application to more involved systems is also highlighted. I作者: 記憶 時間: 2025-3-26 22:47 作者: 議程 時間: 2025-3-27 04:15
Scott Cloutier,Deirdre Pfeifferndation interaction. Governing equations of the motion are formulated and solved either in terms of random vibration or by means of simulated motions and FFT. Examples involving a concrete gravity dam and buried pipelines are given.作者: 雇傭兵 時間: 2025-3-27 05:20 作者: Gorilla 時間: 2025-3-27 11:54 作者: Uncultured 時間: 2025-3-27 17:14
Handbook of Community Sentiment nonlinear) of the structure and of the unbounded soil which determines for the analysis either the familiar time domain, the natural choice for a dynamic analysis, or the frequency domain, originally developed for machine foundation calculations. The second classification distinguishes between the 作者: contradict 時間: 2025-3-27 18:22 作者: VEIL 時間: 2025-3-28 00:48
Jay Barth Ph.D.,Scott H. Huffmon Ph.D.the structure and the soil are assumed to be homogeneous, isotropic and linear elastic or viscoelastic bodies under two - or three - dimensional conditions. The dynamic disturbances may be externally applied loads or seismic waves of an arbitrary spatial and temporal variation. The effects of inhomo作者: 暗語 時間: 2025-3-28 06:09
The ART of Hope: Healing the Wounded Citydation media is outlined. The development is divided into four phases, starting with a rigid foundation medium where there is no interaction with the structure and ending with a description of the frequency domain response analysis of a structure on a continuum foundation system. The purpose of the 作者: 異端邪說下 時間: 2025-3-28 06:41
Scott Cloutier,Deirdre Pfeiffercalled artificial boundary, separating the soil-structure system into near and far fields. In conjunction with the analysis of near field, some artificial boundaries capable of transmitting waves from near to far field are proposed in literature. In the present study, first these artificial boundary作者: 率直 時間: 2025-3-28 14:01 作者: 織布機 時間: 2025-3-28 17:06
Rosalind Latiner Raby,Edward J. Valeau solution techniques are presented in textbook fashion. The second part deals with a particular application in which blind predictions were made for the measured earthquake response of a 1/4-scale nuclear containment structure built on the SMART site near Lotung, Taiwan.作者: 易碎 時間: 2025-3-28 20:54
Rosalind Latiner Raby,Edward J. Valeautions with site response and SSI analyses are presented. The SSI analysis process is discussed according to the component elements: specification of the free-field ground motion, models of soil and structures, SSI analysis, and interpretation of responses. Observed data and correlative analyses help作者: 神圣將軍 時間: 2025-3-28 23:10
Kristin Bailey Wilson,Wouter Van Alebeekimple cone models. The different types of problems amenable to the cone approach are identified step by step, each time evaluating the accuracy by comparison to exact solutions. A practical example illustrates the steps of calculation for cone models in both the frequency and time domains.作者: GET 時間: 2025-3-29 06:44 作者: RADE 時間: 2025-3-29 10:10
https://doi.org/10.1007/978-94-011-1755-5design; development; finite element method; modeling; soil; hydrogeology作者: N斯巴達人 時間: 2025-3-29 11:56
978-94-010-4770-8Springer Science+Business Media Dordrecht 1993作者: BRIEF 時間: 2025-3-29 19:14 作者: 他很靈活 時間: 2025-3-29 19:52
Influence of Different Soil Modeling Criteria in SSI Analysis, solution techniques are presented in textbook fashion. The second part deals with a particular application in which blind predictions were made for the measured earthquake response of a 1/4-scale nuclear containment structure built on the SMART site near Lotung, Taiwan.作者: 造反,叛亂 時間: 2025-3-30 01:11
Simplified Soil Dynamics Using Cone Models,imple cone models. The different types of problems amenable to the cone approach are identified step by step, each time evaluating the accuracy by comparison to exact solutions. A practical example illustrates the steps of calculation for cone models in both the frequency and time domains.作者: 凹處 時間: 2025-3-30 06:29
Nato Science Series C:http://image.papertrans.cn/d/image/270185.jpg
