標(biāo)題: Titlebook: Advances in Earthquake Geotechnics; T. G. Sitharam,Ravi S. Jakka,Sreevalsa Kolathayar Book 2023 The Editor(s) (if applicable) and The Auth [打印本頁(yè)] 作者: mandatory 時(shí)間: 2025-3-21 18:30
書(shū)目名稱Advances in Earthquake Geotechnics影響因子(影響力)
書(shū)目名稱Advances in Earthquake Geotechnics影響因子(影響力)學(xué)科排名
書(shū)目名稱Advances in Earthquake Geotechnics網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Advances in Earthquake Geotechnics網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Advances in Earthquake Geotechnics被引頻次
書(shū)目名稱Advances in Earthquake Geotechnics被引頻次學(xué)科排名
書(shū)目名稱Advances in Earthquake Geotechnics年度引用
書(shū)目名稱Advances in Earthquake Geotechnics年度引用學(xué)科排名
書(shū)目名稱Advances in Earthquake Geotechnics讀者反饋
書(shū)目名稱Advances in Earthquake Geotechnics讀者反饋學(xué)科排名
作者: Budget 時(shí)間: 2025-3-21 20:58 作者: brassy 時(shí)間: 2025-3-22 00:49
Controlled Ground-Borne Vibrations for Design of ,978-94-007-1633-9作者: enmesh 時(shí)間: 2025-3-22 04:41 作者: insurrection 時(shí)間: 2025-3-22 11:31 作者: Tinea-Capitis 時(shí)間: 2025-3-22 13:42 作者: 大火 時(shí)間: 2025-3-22 20:09
Seismic Response of Shallow Foundations on Reinforced Sand Bed,978-1-137-60136-0作者: podiatrist 時(shí)間: 2025-3-23 00:21 作者: 萬(wàn)花筒 時(shí)間: 2025-3-23 03:34
Visualization of Liquefaction in Soils with PWP Measurements by Tapping,ve role in influencing social and political developments in the modern era. This insightful volume will appeal to students and scholars of the humanities and social sciences, particularly to those interested in978-3-319-87026-7978-3-319-61210-2作者: obeisance 時(shí)間: 2025-3-23 09:36
Seismic Performance Evaluation of Concrete Gravity Dam on Rock Foundation System with Shear Zone,se of these resources to build youth’s biographical trajectories..The book will be relevant to researchers, as well as undergraduate and postgraduate students in sociology, cultural studies, global studies, consumption and youth studies..978-3-030-84298-7978-3-030-84296-3作者: blister 時(shí)間: 2025-3-23 12:46 作者: cortisol 時(shí)間: 2025-3-23 16:46
2366-259X s, case studies, best practices, and discussions on performance-based design. This book?will be?of interest to research scholars, academicians and industry professionals alike..978-981-19-3332-5978-981-19-3330-1Series ISSN 2366-259X Series E-ISSN 2366-2603 作者: Institution 時(shí)間: 2025-3-23 18:28
The Oregon Health Plan Ten Years Later,from multiple edges happen. Then, a two-dimensional non-linear seismic site response analysis is carried out for the numerical Kutch Basin model using a finite difference programme FLAC. The 2D numerical Kutch model has the similar shape and depth to width ratio as the actual Kutch Basin and is subj作者: ROOF 時(shí)間: 2025-3-23 23:19
Health Care Systems and Ethics,nstruction activities such as tunneling, blasting, piling, on heritage structures in the nearby area. The impact of proposed tunneling operations on adjacent heritage structures has been assessed and explained through a case study.作者: Deject 時(shí)間: 2025-3-24 04:42 作者: Accolade 時(shí)間: 2025-3-24 07:32
Changing Indian Images of the European Unionutation of displacements and pore pressures at each time step. A comparison has been performed considering both approaches based on the consideration of soil non-linearity. The coupled analysis resembles closely with the liquefaction phenomena as compared to uncoupled approach. Hence, the usual deco作者: 殘忍 時(shí)間: 2025-3-24 12:32 作者: 光滑 時(shí)間: 2025-3-24 14:53 作者: 易碎 時(shí)間: 2025-3-24 20:56
Authorship, the Forbidden Country,el. The results obtained from pseudo-static analysis and dynamic analysis were also compared and it is observed that both the analyses predicted results in a comparable range, except for the pile load. The dynamic analysis predicted a much higher value of pile load in comparison to the pseudo-static作者: FRAX-tool 時(shí)間: 2025-3-24 23:17 作者: Pessary 時(shí)間: 2025-3-25 04:50
https://doi.org/10.1057/9780230524040res of 6?mm and 12?mm length at optimum fibre content (1% based on improved shear strength parameters) on . is evaluated to quantify the reduction in amplitude of vibration for damping ratios of 0–0.15. At optimum fibre content, the values of . of 6?mm and 12?mm fibre-reinforced fine sand decreased 作者: employor 時(shí)間: 2025-3-25 07:40
Alice Nakamura,Masao Nakamura,Atsushi Seikeorted earlier by researchers. Such practices may foster substantial losses because ultimately the MASW results are useful for the generation of the design response spectra. Due to all these reasons, there is an alarming need for the dissemination of knowledge about the guidelines for the reliable pr作者: IRS 時(shí)間: 2025-3-25 14:09
T. G. Sitharam,Ravi S. Jakka,Sreevalsa KolathayarEnriches understanding by including contributions from leading experts across the globe.Provides a broad overview and in depth coverage of developments in geotechnical earthquake engineering and soil 作者: Figate 時(shí)間: 2025-3-25 19:17
Springer Tracts in Civil Engineeringhttp://image.papertrans.cn/a/image/147889.jpg作者: daredevil 時(shí)間: 2025-3-25 20:19
Advances in Earthquake Geotechnics978-981-19-3330-1Series ISSN 2366-259X Series E-ISSN 2366-2603 作者: 文字 時(shí)間: 2025-3-26 02:49
Giliberto Capano,Marino Regini,Matteo Turrirently being constructed in many seismic-prone zones and the codes/best practice guidelines are not fully developed. The aim of the paper (which is based on the keynote lecture presented at the 7th International Conference on Recent Advances in Geotechnical Earthquake Engineering) is as follows: (a)作者: 割讓 時(shí)間: 2025-3-26 05:17
The Oregon Health Plan Ten Years Later,ound 5 billion USD. Though the strong motion records of the Kutch region indicate the effects of basin on the ground motion, there are no detailed numerical studies concerning the basin effects. Therefore, a sincere attempt is made to study the basin effects in Kutch region. Initially, a three-dimen作者: 精致 時(shí)間: 2025-3-26 08:45 作者: SEMI 時(shí)間: 2025-3-26 14:29 作者: 上釉彩 時(shí)間: 2025-3-26 19:51
Changing Indian Images of the European Unionach involves various steps starting from identifying the seismic sources, analyzing local soil conditions, ground response analysis, and dynamic analysis of pile foundations. The complete nonlinearity of the soil (in case of liquefied soils) is incorporated in the analysis through nonlinear effectiv作者: CARK 時(shí)間: 2025-3-26 22:03
Changing Indian Images of the European Unionry generalized solution does not yet exist. A qualitative and quantitative prediction of the phenomena leading to permanent deformation or unacceptably high buildup of pore pressure is therefore essential to guarantee the safe behavior of engineering structures under transient consolidation and dyna作者: accordance 時(shí)間: 2025-3-27 01:18 作者: chassis 時(shí)間: 2025-3-27 06:02 作者: opinionated 時(shí)間: 2025-3-27 11:33
Authorship, the Forbidden Country,dation system with shear zone. The compressive stress in the dam structure, the shear force distribution, bending moment distribution and settlement of raft and pile, and axial force within pile were studied using pseudo-static method and time-history dynamic analysis. From the results, it is observ作者: Optimum 時(shí)間: 2025-3-27 16:31
https://doi.org/10.1057/9780230596467on has gone far and wide in the determination of liquefiable/non-liquefiable zone based on the semi-empirical methodology since the 1970s. Moreover, cyclic triaxial, as well as simple shear tests, on soils have been exploited sequentially to recreate pre- and post-liquefaction situations. There are 作者: 剝削 時(shí)間: 2025-3-27 18:55 作者: 整頓 時(shí)間: 2025-3-27 23:00 作者: 陳舊 時(shí)間: 2025-3-28 05:39
https://doi.org/10.1007/978-981-19-3330-1Earthquake Engineering; Geotechnical Engineering; Site Characterization; Earthquake Hazard Assessment; D作者: 逢迎春日 時(shí)間: 2025-3-28 09:08 作者: acheon 時(shí)間: 2025-3-28 11:16 作者: 能量守恒 時(shí)間: 2025-3-28 14:50
Visualization of Liquefaction in Soils with PWP Measurements by Tapping,lectual has altered since the beginning of the twentieth cenThis volume offers an unprecedented account of recent and future developments in the sociology of intellectuals. It presents a critical exchange between two leading contemporary social theorists, Patrick Baert and Simon Susen, advancing deb作者: Substitution 時(shí)間: 2025-3-28 19:42
An Experimental Study on Soil Spring Stiffness of Vibrating Bases on Polypropylene Fibre-Reinforced linguistics, strived to bring discourse research closer to the detailed and critical empirical investigation of discursive events. To this end, CDA links linguistic based discourse analysis with the traditions of social theory and discourse theory. I will then take up the . formulated by Ernesto La作者: 運(yùn)動(dòng)性 時(shí)間: 2025-3-29 00:09 作者: 恃強(qiáng)凌弱的人 時(shí)間: 2025-3-29 06:57 作者: 小官 時(shí)間: 2025-3-29 09:11
2366-259X evelopments in geotechnical earthquake engineering and soil .This book brings together contributions from world renowned researchers and practitioners in the field of geotechnical engineering. The chapters of this book are based on the keynote and invited lectures delivered at the 7th International 作者: Inexorable 時(shí)間: 2025-3-29 13:09 作者: 露天歷史劇 時(shí)間: 2025-3-29 18:02
Giliberto Capano,Marino Regini,Matteo Turrint the different analysis and design methods for offshore wind turbine foundations; (c) highlight the performance-based design considerations and how to assess risks. Future research needs are highlighted.
