標(biāo)題: Titlebook: Innovative Solutions for Soil Structure Interaction; Proceedings of the 3 Hany El-Naggar,Khalid El-Zahaby,Hany Shehata Conference proceedin [打印本頁(yè)] 作者: 聯(lián)系 時(shí)間: 2025-3-21 18:07
書(shū)目名稱Innovative Solutions for Soil Structure Interaction影響因子(影響力)
書(shū)目名稱Innovative Solutions for Soil Structure Interaction影響因子(影響力)學(xué)科排名
書(shū)目名稱Innovative Solutions for Soil Structure Interaction網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Innovative Solutions for Soil Structure Interaction網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Innovative Solutions for Soil Structure Interaction被引頻次
書(shū)目名稱Innovative Solutions for Soil Structure Interaction被引頻次學(xué)科排名
書(shū)目名稱Innovative Solutions for Soil Structure Interaction年度引用
書(shū)目名稱Innovative Solutions for Soil Structure Interaction年度引用學(xué)科排名
書(shū)目名稱Innovative Solutions for Soil Structure Interaction讀者反饋
書(shū)目名稱Innovative Solutions for Soil Structure Interaction讀者反饋學(xué)科排名
作者: 變形詞 時(shí)間: 2025-3-21 21:17 作者: Engulf 時(shí)間: 2025-3-22 02:22
978-3-030-34251-7The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: progestogen 時(shí)間: 2025-3-22 07:28 作者: 卡死偷電 時(shí)間: 2025-3-22 09:13
https://doi.org/10.1007/978-3-030-34252-4Earthquake engineering; Soil-Structure interaction; Soil Liquefaction; Numerical Simulation, & Physical作者: Fibroid 時(shí)間: 2025-3-22 15:33
Graziella Sebaaly,Muhsin Elie Rahhalibrillen der Flugmuskeln der Wespe 220 ± 15 ? an, . (1954) beim gleichen Material 100 ?. Manchmal, wenn das untersuchte Objekt nicht einwandfrei fixiert war und es zu Sprengungen des Gewebes kam, findet man in diesen ultramikroskopischen Zupfpr?paraten die Fibrillen in Bündelchen von Urf?serchen zer作者: 迅速飛過(guò) 時(shí)間: 2025-3-22 19:49
Patrick J. Hannigan,Rozbeh B. Moghaddamrwohlfahrt (29%) und das Diakonische Werk (30%) relativ genau angeben. Da die uns zug?nglichen Adressenverzeichnisse des Caritasverbands und besonders des Parit?tischen sich nicht als durchg?ngig aktuell erwiesen, k?nnen für die beiden Verb?nde keine Angaben gemacht werden. Die regionale Verteilung 作者: neurologist 時(shí)間: 2025-3-22 22:16 作者: 大溝 時(shí)間: 2025-3-23 03:10
Pravin Kolhe,Sunil Pradakshine,Gunjan Karande-Jadhav,Anand Tapaseentiert und von moralisierenden Aspekten entlastet reflektieren zu k?nnen, wird von uns jedoch als das Wichtigste in den entsprechenden Weiterbildungsma?nahmen angesehen. Wie eine Weiterbildung zur interkulturellen Qualifizierung der Polizei unter Beachtung des polizeilichen Opferschutzes sowie der 作者: 使成核 時(shí)間: 2025-3-23 09:14
Wen-Chieh Cheng,Ge Lientiert und von moralisierenden Aspekten entlastet reflektieren zu k?nnen, wird von uns jedoch als das Wichtigste in den entsprechenden Weiterbildungsma?nahmen angesehen. Wie eine Weiterbildung zur interkulturellen Qualifizierung der Polizei unter Beachtung des polizeilichen Opferschutzes sowie der 作者: 退潮 時(shí)間: 2025-3-23 11:35 作者: Dysplasia 時(shí)間: 2025-3-23 17:32
2366-3405 efaction.? It is hoped that this book contributes to further advance the state of the art for the next-generation infrastructure.?978-3-030-34251-7978-3-030-34252-4Series ISSN 2366-3405 Series E-ISSN 2366-3413 作者: 宿醉 時(shí)間: 2025-3-23 19:35
Marcio Avelino de Medeiros,Moisés Ant?nio Costa Lemos作者: 空氣 時(shí)間: 2025-3-24 02:04
Ajay Kolekar,Anand B. Tapase,Y. M. Ghugal,B. A. Konnur作者: 撤退 時(shí)間: 2025-3-24 03:25 作者: 飾帶 時(shí)間: 2025-3-24 07:07 作者: 真 時(shí)間: 2025-3-24 11:20
Seismic Fragility Evaluation of Retrofitted Low-Rise RC Structures,tting and significantly improves the structure seismic fragility for all limit states. In addition, the results show that the most significant improvement is found for the collapse-prevention limit state where severe earthquakes are expected.作者: 遭受 時(shí)間: 2025-3-24 15:28
Discussions About Tunnels Accidents Under Squeezing Rock Conditions and Seismic Behavior: Case Studehavior must be made for a better understanding of their behavior and critical deformations due to the loading imposed by the excavation. This paper discusses the lessons learned in tunnel constructions in regions where the squeezing rock phenomenon occurs and its complication in seismic zones. Ther作者: 委派 時(shí)間: 2025-3-24 20:20 作者: 出生 時(shí)間: 2025-3-25 00:13
,Assessment of Liquefaction Potential Index Using Deterministic and Probabilistic Approaches – A Castial study. Liquefaction potential index (LPI) is calculated at each borehole location from the obtained safety factor or the calculated probability of liquefaction. Spatial distribution of soil liquefaction potential is presented in form of contours maps of the (LPI) values for each considered meth作者: 鞠躬 時(shí)間: 2025-3-25 03:40
Impact Analysis of Soil and Water Conservation Structures- Jalyukt Shivar Abhiyan- A Case Study,n 410 villages, 30% of works were found complete in 2,922 villages but still 2395 have still to start the work. The paper focuses on correlating the funds spend and the impact of various soil and water conservation works. Sample villages were assessed by conducting a survey at ground level. It is ob作者: 同義聯(lián)想法 時(shí)間: 2025-3-25 10:02 作者: CONE 時(shí)間: 2025-3-25 12:07
Use and Comparison of New QA/QC Technologies in a Test Shaft, to determine the shaft capacity..This paper will provide a brief review of the QA/QC tests and their results. In addition, the constructed shaft quality information available from similar methods will be compared and discussed including advantages and disadvantages of the respective methods.作者: 寵愛(ài) 時(shí)間: 2025-3-25 19:54 作者: IDEAS 時(shí)間: 2025-3-25 23:39
Strategy for Rehabilitation and Strengthening of Dam - A Case Study of Temghar Dam, grouting on D/s surface, cleaning vertical porous drains, curtain grouting in remaining portion in foundation gallery, monolith joint treatment, and U/S treatment – shotcrete with mesh and anchor bars into the masonry. Long term remedies include concrete backing cement grout consisting of fly ash, 作者: GEN 時(shí)間: 2025-3-26 01:53 作者: 歡樂(lè)東方 時(shí)間: 2025-3-26 08:21 作者: ingrate 時(shí)間: 2025-3-26 10:01
Conference proceedings 2020cture interaction under static and dynamic loads, dynamic behavior of soils, and soil liquefaction.? It is hoped that this book contributes to further advance the state of the art for the next-generation infrastructure.?作者: INERT 時(shí)間: 2025-3-26 14:29
2366-3405 eraction and soil dynamics.Discusses case studies as well asThis book focuses on the role of soil structure interaction and soil dynamics. It discusses case studies as well as physical and numerical models of geostructures. Infrastructure is the key to create a sustainable community.? It affects our作者: 怒目而視 時(shí)間: 2025-3-26 16:52 作者: 古老 時(shí)間: 2025-3-26 22:23
Graziella Sebaaly,Muhsin Elie Rahhalen voneinander betr?gt etwa 250–300 ?ngstrom, und das kann man sch?tzungsweise, wenn auch nicht genau, als die H?lfte oder ./. des Durchmessers einer Protofibrille ansehen. . und . (1953) geben als Durchmesser der Protofibrillen beim Brustmuskel des Huhnes etwa 150 ? an, . (1955) beim Insektenmuskel作者: 建筑師 時(shí)間: 2025-3-27 01:44 作者: SIT 時(shí)間: 2025-3-27 08:26 作者: Campaign 時(shí)間: 2025-3-27 13:07 作者: 輕信 時(shí)間: 2025-3-27 17:41
Wen-Chieh Cheng,Ge Li– fehlt. Die bisherigen Ma?nahmen sind aus der Sicht der Beamtinnen und Beamten zum einen nicht anforderungsgerecht gewesen, d. h. sie gingen an den Sinndeutungen ihres polizeilichen Einsatzhandelns und ihren Bedürfnissen bei der Bew?ltigung der Schwierigkeiten im Umgang mit interkulturellen Situati作者: Ebct207 時(shí)間: 2025-3-27 21:44
Seismic Fragility Evaluation of Retrofitted Low-Rise RC Structures,ost-tensioned pre-cast concrete (SC-PC) frame with enlarged beam-ends. The seismic performance of the retrofitted structures is verified by constructing fragility curves for the retrofitted and retrofitted structure. Thirty natural time-history earthquake records are generated based on a design resp作者: Panther 時(shí)間: 2025-3-27 22:22 作者: PUT 時(shí)間: 2025-3-28 04:40
Hydraulic Response of an Internally Stable Gap-Graded Soil Under Variable Hydraulic Loading: A Coupusion susceptibility of the soil (i.e. internal instability) is empirically evaluated using the grain size distribution (GSD) with little emphasis on the permeation process of fines (i.e. mobile fines) in the matrix. Upon experiencing different hydraulic gradient histories, the mobile fines can deta作者: 鎮(zhèn)壓 時(shí)間: 2025-3-28 07:37
,Assessment of Liquefaction Potential Index Using Deterministic and Probabilistic Approaches – A Caspproaches define it in terms of probability of liquefaction. The developed methods for soil liquefaction evaluation predict the behavior of a soil element. However, the liquefaction potential index (LPI) evaluates the performance of the entire soil column and allows a measurement of the severity of 作者: 秘密會(huì)議 時(shí)間: 2025-3-28 13:17
Impact Analysis of Soil and Water Conservation Structures- Jalyukt Shivar Abhiyan- A Case Study,?m due to inadequate and uncertain rainfall. To overcome the situation, the state government started to water and soil conservation works under Jalyukt Shivar Abhiyan scheme. In rural areas, various works like chain cement Nala bandh, desilting the reservoirs, repairs to K. T. weir bandhara, deep co作者: floaters 時(shí)間: 2025-3-28 17:28 作者: Nmda-Receptor 時(shí)間: 2025-3-28 21:53
Use and Comparison of New QA/QC Technologies in a Test Shaft,s and limited redundancy of many drilled shaft foundations. On a recent project in the United States, several traditional and newer methods of quality control and quality assurance were used to assess the drilled shaft excavation, base condition, concrete quality, and capacity. The radii, shape, ver作者: photophobia 時(shí)間: 2025-3-29 01:34
A Case Study on Buckling Stability of Piles in Liquefiable Ground for a Coal-Fired Power Station inion (CFPS) in Indonesia. As the rapid growth in the economy sector, the demand for electricity is increasing and a CFPS is planned and constructed in Central Java. During the planning stage, the risk caused by earthquakes should be considered. As the foundation soils of the site consist of soft sand作者: Apraxia 時(shí)間: 2025-3-29 04:27 作者: 滴注 時(shí)間: 2025-3-29 09:19
Factors Affecting Lubrication of Pipejacking in Soft Alluvial Deposits,es. However, a consensus due to limited studies has not yet reached. This study describes a method that can be used to evaluate the lubrication performance by the reduction in the frictional coefficient . as a function of injection mode, soil and lubrication natures, and pipe deviation. The results 作者: 敲詐 時(shí)間: 2025-3-29 13:27
,Effect of Soil–Structure Interaction on Free Vibration Characteristics of Antenna Structure,natural frequency. The analysis model simulated with fixed base condition and soil structure interaction. A parametric study is conducted to understand the antenna structure soil behavior (soil structure interaction (SSI)) by changing the antenna orientation, soil properties with impedance functions作者: Malleable 時(shí)間: 2025-3-29 19:15 作者: mastoid-bone 時(shí)間: 2025-3-29 22:49
Hurricane Risk Management Strategies for Insurers in a Changing Climate,bedded in insurance premiums could be a key driver for how climate adaptation decisions are made by individuals and communities. Therefore, risk assessments made in the insurance sector are critical for determining how the built environment responds to and rebuilds from natural disasters, and how so
