標題: Titlebook: Dynamic Soil-Structure Interaction for Sustainable Infrastructures; Proceedings of the 2 Deepankar Choudhury,Khalid M. El-Zahaby,Izzat Idri [打印本頁] 作者: 到凝乳 時間: 2025-3-21 19:37
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures影響因子(影響力)
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures影響因子(影響力)學科排名
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures網(wǎng)絡公開度
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures網(wǎng)絡公開度學科排名
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures被引頻次
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures被引頻次學科排名
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures年度引用
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures年度引用學科排名
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures讀者反饋
書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures讀者反饋學科排名
作者: 北極熊 時間: 2025-3-21 22:03
Qualit?ten und die Konstruktion von M?rktenmental investigations. The comparison showed encouraging agreement between the experimental test results and that obtained from the analysis. The frequency amplitude response of embedded block foundation indicates that as the embedment depth increases, the resonant amplitude decreases and resonant f作者: A簡潔的 時間: 2025-3-22 02:10 作者: institute 時間: 2025-3-22 06:02 作者: refine 時間: 2025-3-22 11:33
Qualit?ten und die Konstruktion von M?rktenped composite geo-material consisting of magnesium acrylate. Then, report the results of static cyclic loading tests in the actual ground that was to investigate lateral resistance of the steel pipe piles with wings strengthened by the composite geo-material.作者: 正式演說 時間: 2025-3-22 12:54 作者: 正式演說 時間: 2025-3-22 17:25
Wirtschaftlichkeit?– Was bedeutet das genau?esponse as well as the soil-structure interaction effect are reported and evaluated. The investigation provides a valuable insight into the extend that soil-structure interaction influences the behavior of the wind turbine tower under seismic excitation.作者: 嗎啡 時間: 2025-3-22 23:37
Bilanzierungsans?tze und Begriffenamic properties are presented. Further, comparison has been made between the shear wave velocity measured in the liquefied field using Multichannel Analysis of Surface Waves (MASW) and laboratory results of low strain shear wave velocity. These results can be used for amplification estimation or mi作者: patella 時間: 2025-3-23 01:41
L?sungen zum Arbeits- und Sozialrecht The numerical modeling was established in order to study dynamic response and verify the liquefaction potential of Algiers port under Boumerdes earthquake taking into account the presence of the container static load.作者: 閑蕩 時間: 2025-3-23 05:55
Aufgaben zum Arbeits- und Sozialrechtnd (ii) fixed base pile. A parametric study is carried out by varying (i) stiffness of surrounding soil and (ii) temperature change applied on the pile. It is concluded from the results that the pile response to thermomechanical loading can be attributed to stiffness of soil and the magnitude of the作者: acquisition 時間: 2025-3-23 13:15
eline. Different cases were taken by keeping coefficient of variance (COV) constant while changing the subsequent parameters individually as well as combined. For various state of risk, the probabilistic distribution of pipeline strain has been obtained and finally a factor of safety (FOS) is calcul作者: Brocas-Area 時間: 2025-3-23 14:19
All of these result in more realistic evaluation of the structural behavior and performance. In the current study, “3D model 15 stories having [2?×?3] bay moment- resisting RC frame with Isolated and Raft foundation resting on different types of soil is analyzed. Comparison is carried out between s作者: zonules 時間: 2025-3-23 20:24
of the parameters were obtained. These parameters had used for numerical analysis in the software Plaxis 2D to compare the data of the dynamic impact on the foundation from the tower of the power plant. Numerical simulation of the foundation of the wind power plant was carried out with the aim of a作者: 上流社會 時間: 2025-3-24 00:51
Effect of Embedment on Dynamic Response of Block Foundation Under Coupled Vibration,mental investigations. The comparison showed encouraging agreement between the experimental test results and that obtained from the analysis. The frequency amplitude response of embedded block foundation indicates that as the embedment depth increases, the resonant amplitude decreases and resonant f作者: 側(cè)面左右 時間: 2025-3-24 03:53 作者: 生來 時間: 2025-3-24 09:45
Lateral Resistance of Steel Pipe Pile with Wings by Static Cyclic Loading Tests,effect of the wing diameter), and a pile with wing diameter 2.3. after one year of its insertion into the ground (used to evaluate the recovery of the loosened soil). The cyclic load applied to a pile was gradually increased by displacement control at the pile head, and the lateral displacement of t作者: nerve-sparing 時間: 2025-3-24 14:21 作者: Constrain 時間: 2025-3-24 15:41
Pseudo-Dynamic Approach to Analyse the Effect of Soil Amplification in the Calculation of Seismic Aof various parameters like .-. values of soil backfill, wall friction, soil amplification, horizontal and vertical seismic coefficients and the effect of time and phase difference in the shear waves and the primary waves. The results obtained for seismic earth pressure distribution is clearly showin作者: anatomical 時間: 2025-3-24 22:48
Response of A 850 KW Wind Turbine Including Soil-Structure Interaction During Seismic Excitation,esponse as well as the soil-structure interaction effect are reported and evaluated. The investigation provides a valuable insight into the extend that soil-structure interaction influences the behavior of the wind turbine tower under seismic excitation.作者: expository 時間: 2025-3-25 00:21 作者: 鬼魂 時間: 2025-3-25 04:15
Liquefaction Potential Analysis and Numerical Modeling - Container Terminal of Algiers Port, The numerical modeling was established in order to study dynamic response and verify the liquefaction potential of Algiers port under Boumerdes earthquake taking into account the presence of the container static load.作者: Vulnerable 時間: 2025-3-25 09:57 作者: homeostasis 時間: 2025-3-25 12:42
Probabilistic Analysis of Buried Pipeline Response Subjected to Fault Crossing,eline. Different cases were taken by keeping coefficient of variance (COV) constant while changing the subsequent parameters individually as well as combined. For various state of risk, the probabilistic distribution of pipeline strain has been obtained and finally a factor of safety (FOS) is calcul作者: cardiac-arrest 時間: 2025-3-25 16:30 作者: Mumble 時間: 2025-3-25 22:05
Geotechnical Research and Design of Wind Power Plant, of the parameters were obtained. These parameters had used for numerical analysis in the software Plaxis 2D to compare the data of the dynamic impact on the foundation from the tower of the power plant. Numerical simulation of the foundation of the wind power plant was carried out with the aim of a作者: Living-Will 時間: 2025-3-26 03:32
Dynamic Soil-Structure Interaction for Sustainable InfrastructuresProceedings of the 2作者: 教育學 時間: 2025-3-26 06:35 作者: 一大塊 時間: 2025-3-26 10:58
Aufgaben zum Arbeits- und Sozialrecht a non-destructive testing method that is simple to carry out, accurate measurement of natural vibration frequencies, low cost and short time. This article introduces, studies and applies this method for health assessment of port structures in Viet Nam.作者: STERN 時間: 2025-3-26 13:52 作者: stroke 時間: 2025-3-26 18:26
Qualit?ten und die Konstruktion von M?rktens and a cyclic load increase the pores water pressure inside the soil and therefore a reduction of the effective stress..Nowadays many semi-empirical methods are used to introduce a proposition to evaluate the liquefaction’s potential using the in-situ test results. The objective of this paper is to作者: Decimate 時間: 2025-3-27 00:50
Qualit?ten und die Konstruktion von M?rktenate manner, it is needed to incorporate the interaction effect at the soil foundation interface. The direct method of interaction analysis facilitates to model the foundation system and the superstructure at integrated manner and thus models the system in a more realistic facet. In this study, the a作者: Glossy 時間: 2025-3-27 02:52
Qualit?ten und die Konstruktion von M?rkten pipe pile with wings attached to its tip can be driven into the ground by rotation. However, because the wings are larger than the pile diameter, the soil around the pile shaft is loosened, resulting in an alteration of the lateral subgrade reaction of the pile. In the present study, static lateral作者: 錯 時間: 2025-3-27 05:49 作者: 裝勇敢地做 時間: 2025-3-27 13:15 作者: CON 時間: 2025-3-27 16:48
Investitionsbewertungsverfahrenoncrete, etc. Geocell, is one of the types of geosynthetic, that provide all round confinement due to its three dimensional structure. The soil-geocell layers acts as a stiff mat and distribute the vertical loads over a wider area of the soil. In this paper, review on the application and impact of g作者: 財政 時間: 2025-3-27 21:17 作者: 拍翅 時間: 2025-3-28 00:17 作者: Hot-Flash 時間: 2025-3-28 02:59 作者: 形容詞 時間: 2025-3-28 06:15
Bilanzierungsans?tze und Begriffeesign in the areas susceptible to cyclic loading. The aim of the research is to relate the gradation of sands with dynamic properties at small strains. These properties, in fact, are the function of soil characteristics, loading conditions and the mean effective principal stress at any instant. It w作者: fibroblast 時間: 2025-3-28 11:19
Bilanzierungsans?tze und Begriffepast. The shear modulus degradation curve, damping characteristics and shear wave velocity profile are indispensable input properties required for carrying out the site response analysis. However, most of the site response studies are being carried out using existing dynamic model developed for gene作者: PALSY 時間: 2025-3-28 17:16
Aufgaben aus der Wirtschaftslehretigated the influence of loose sand lenses that form due to geological processes in the saturation areas. However, an assessment of the influence of the sand lens dimensions on underground structures such as tunnels has rarely been assessed. Thus, the attempt of this paper is an assessment of the ef作者: arabesque 時間: 2025-3-28 19:16 作者: FRAX-tool 時間: 2025-3-28 23:30 作者: FISC 時間: 2025-3-29 06:28 作者: sebaceous-gland 時間: 2025-3-29 11:01 作者: 責難 時間: 2025-3-29 13:11
nical (soil) components of the foundation are essential in analyzing a structure. The basic method followed by placing the structural model on a rigid base or fixed-base is not the appropriate method of analysis as it is necessary to model the structural and geotechnical (soil) components of the fou作者: 我不怕犧牲 時間: 2025-3-29 16:45
industry has received a powerful impetus for development and has reached the leading positions in the economies of developed countries..The paper presents the results of the research of the wind power plant foundations. The studies included in-situ observations (monitoring) of wind speed and vibrat作者: iodides 時間: 2025-3-29 20:33 作者: appall 時間: 2025-3-30 01:14 作者: Dorsal-Kyphosis 時間: 2025-3-30 05:48 作者: JAMB 時間: 2025-3-30 10:22
Deepankar Choudhury,Khalid M. El-Zahaby,Izzat IdriIncludes twenty peer-reviewed papers, submitted by renowned international researchers, covering a wide range of topics in soil-structure-interaction and soil dynamics.Discusses case studies as well as作者: WITH 時間: 2025-3-30 15:37 作者: Pelago 時間: 2025-3-30 19:51 作者: gregarious 時間: 2025-3-31 00:18
The Liquefaction Potential of Sandy Silt Layers Using the Correlation Between Penetrometer Test ands and a cyclic load increase the pores water pressure inside the soil and therefore a reduction of the effective stress..Nowadays many semi-empirical methods are used to introduce a proposition to evaluate the liquefaction’s potential using the in-situ test results. The objective of this paper is to作者: cataract 時間: 2025-3-31 04:38
Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building iate manner, it is needed to incorporate the interaction effect at the soil foundation interface. The direct method of interaction analysis facilitates to model the foundation system and the superstructure at integrated manner and thus models the system in a more realistic facet. In this study, the a作者: tattle 時間: 2025-3-31 07:02 作者: 斜 時間: 2025-3-31 09:20
Reinforced Embankments on Soft Soil, Focus on Lateral Spreading,sional well- instrumented model tests at a scale of 1:3 has been carried out to investigate spreading and shear stresses at the base of a reinforced embankment and the results were verified by FE-model. Moreover, different parameter variations such as embankment slope, embankment height, number of r作者: Assemble 時間: 2025-3-31 16:45 作者: 拋射物 時間: 2025-3-31 17:53 作者: 的’ 時間: 2025-3-31 23:02 作者: 鉆孔 時間: 2025-4-1 01:59
Large Scale Geotechnical Shake Table Testing at the University of California San Diego,sed are part of overall large-scale UCSD laboratories, one of the largest and most active earthquake engineering laboratories worldwide. Specifically, testing using 2 different shake tables is discussed, one being the largest outdoor shake table in the world. Illustration of the capabilities are sho作者: Constitution 時間: 2025-4-1 08:21 作者: Mutter 時間: 2025-4-1 12:09
Effect of Gradation on the Dynamic Response of Sands,esign in the areas susceptible to cyclic loading. The aim of the research is to relate the gradation of sands with dynamic properties at small strains. These properties, in fact, are the function of soil characteristics, loading conditions and the mean effective principal stress at any instant. It w作者: 乳汁 時間: 2025-4-1 16:36 作者: 疏遠天際 時間: 2025-4-1 18:42 作者: FIN 時間: 2025-4-1 23:01
Liquefaction Potential Analysis and Numerical Modeling - Container Terminal of Algiers Port, its dynamic response under Boumerdes earthquake. The soil liquefaction potential was analyzed using two methods. The first is an analytical method requiring a series of observations and empirical correlations carried out from in situ investigations, namely the SPT (Standard Penetration Test). In ad
