標(biāo)題: Titlebook: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito [打印本頁] 作者: 字里行間 時(shí)間: 2025-3-21 17:08
書目名稱Local Site Effects and Ground Failures影響因子(影響力)
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書目名稱Local Site Effects and Ground Failures被引頻次
書目名稱Local Site Effects and Ground Failures被引頻次學(xué)科排名
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書目名稱Local Site Effects and Ground Failures年度引用學(xué)科排名
書目名稱Local Site Effects and Ground Failures讀者反饋
書目名稱Local Site Effects and Ground Failures讀者反饋學(xué)科排名
作者: muster 時(shí)間: 2025-3-21 23:40
Simulated Annealing Algorithm for Subsurface Shear Wave Velocity Investigation Using Ground Vibrati obtaining HV curve having a limited data from a large sampled HV curve having similar spectral property. The obtained output from DISH has been effectively used as an input to the HV-Inv software developed by Garcia et al. (Comput Geosci 97:67–78, 2016). The HV curve obtained from recorded data is 作者: Metamorphosis 時(shí)間: 2025-3-22 04:20
Nonlinear Soil Amplification Models for a Moderately Active Seismic Zone in India,outhern part of India was collected. The ground response was simulated in 1-dimension considering equivalent linear behavior of soils on the SHAKE 2000 platform. The ground motions used in the simulation were scaled to the target spectrum obtained from the regional seismic hazard assessment. The ave作者: 妨礙議事 時(shí)間: 2025-3-22 04:51 作者: ALOFT 時(shí)間: 2025-3-22 08:51 作者: 白楊魚 時(shí)間: 2025-3-22 13:33 作者: miracle 時(shí)間: 2025-3-22 19:20
1D and 2D Dynamic Site Response of Landfill Site Through Numerical Analysis, analyzed both in one and two dimensions with the help of Cyclic1D and Plaxis2D software, respectively. The analysis performed is based on finite element method under the earthquake of magnitude of 6.5 with duration of 39.9?s and PGA of 0.3?g.作者: demote 時(shí)間: 2025-3-22 22:35
A Study on Characteristics of Soil Profile of Guwahati City Against Different Ground Motions: 1D Nored to soft soil layers. The PGA and overall energy content of the strong motion significantly affect the response of a multilayered soil profile, keeping all other parameters constant. Higher strain amplitudes have been observed at various sites and at various depths of the soil profiles which may 作者: 冰河期 時(shí)間: 2025-3-23 03:44 作者: 抒情短詩 時(shí)間: 2025-3-23 06:55
Case Studies on Preshaking and Reliquefaction Potential for Different Earthquakes in Japan, This is the most probable explanation for the higher liquefaction resistance exhibited by the Kumamoto earthquake. Preshaking effect is highly associated with earlier earthquake history or significant foreshocks as in the 2016 Kumamoto earthquakes. The occurrence of sequential earthquakes induces r作者: Parameter 時(shí)間: 2025-3-23 11:50
Seismic Response of Basal Geogrid Reinforced Embankments Supported on a Group of Vertical and Batte geogrid reinforced embankment having 1?V:1.5H side slope constructed over 28?m thick soft clay is considered for the 3-Dimensional finite element analysis. The soft clay is stabilized with 22?m long 300?mm diameter vertical and batter piles spaced at three times the pile diameter. Embankment crest 作者: 追蹤 時(shí)間: 2025-3-23 17:34 作者: 事物的方面 時(shí)間: 2025-3-23 19:40 作者: 違反 時(shí)間: 2025-3-24 00:25 作者: 溝通 時(shí)間: 2025-3-24 02:23 作者: Obstreperous 時(shí)間: 2025-3-24 07:56
2366-2557 tudies, best practices, and discussions on performance based design. This volume will be of interest to researchers and practicing engineers alike.?978-981-15-9986-6978-981-15-9984-2Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: ATRIA 時(shí)間: 2025-3-24 11:35 作者: 字謎游戲 時(shí)間: 2025-3-24 18:50 作者: reptile 時(shí)間: 2025-3-24 21:39 作者: 劇本 時(shí)間: 2025-3-24 23:56
Madan A. Mohan,Vidya Sagar Khanduri,Amit Srivastava作者: Permanent 時(shí)間: 2025-3-25 05:44 作者: CESS 時(shí)間: 2025-3-25 08:18
978-981-15-9986-6The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor作者: 種族被根除 時(shí)間: 2025-3-25 14:25
Local Site Effects and Ground Failures978-981-15-9984-2Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 和音 時(shí)間: 2025-3-25 17:14 作者: TSH582 時(shí)間: 2025-3-25 23:15 作者: antidote 時(shí)間: 2025-3-26 03:17 作者: concise 時(shí)間: 2025-3-26 05:39
Soil Amplification Study for Kalyani Region, Kolkata, are prone to amplifying ground motions and (ii) to analytically evaluate amplification ratio using computer program for earthquake site response analysis. Peak ground acceleration at different depth is calculated for all the selected six sites with the help of soil profile. For this purpose, one-di作者: 表示問 時(shí)間: 2025-3-26 11:36 作者: 遷移 時(shí)間: 2025-3-26 16:17
Nonlinear Soil Amplification Models for a Moderately Active Seismic Zone in India,inearity are the factors influencing the local site response. The important parameter in assessing the site response is the “amplification factor,” which is usually correlated to Shear Wave velocity in the top 30?m (Vs.). Though using V. as an index for amplification is simple and robust, it is not 作者: construct 時(shí)間: 2025-3-26 16:55
Prediction of Future Surface PGA in the States of Indo-Gangetic Basin Considering Site Specific Stuegion, major earthquake damages have been reported in the past. Several attempts have been made for different site response studies and estimation of earthquake risk in the region. However, most of them consider only shallow soil information?
作者: coddle 時(shí)間: 2025-3-26 22:24
Synthetic Ground Motion Simulation for Varanasi City,s) and old buildings. Being a sacred city, it is not well planned and structured, due to lack of adherence to earthquake-resistant building design philosophies and techniques. Consequently, even a smaller magnitude of an earthquake can cause a considerable loss. The city is also near to Faizabad rid作者: ostracize 時(shí)間: 2025-3-27 04:54
Dynamic Study of Existing Structure Influenced by Adjacent Deep Excavation,cavation made adjacent to structure, the soil below the footings gets disturbed due to the lateral escape/displacement of soil and subsidence of soil, and hence a decrease in the bearing capacity of the soil around it. It is therefore required to assess the impact of construction on the nearby exist作者: adroit 時(shí)間: 2025-3-27 08:00 作者: HARD 時(shí)間: 2025-3-27 12:47
A Study on Characteristics of Soil Profile of Guwahati City Against Different Ground Motions: 1D Nobari area and Assam Engineering College (AEC) area of Guwahati city. The analysis is done with the help of 23 boreholes using Indo-Burma earthquake, 1997 recorded at Nongpoh station and Indo-Burma earthquake, 1988 recorded at Nongstoin station with duration 52.94?s. These two input motions are furth作者: 白楊魚 時(shí)間: 2025-3-27 15:02
,One-Dimensional Ground Response Analysis to Arrive at Surface Peak Ground Acceleration—A Case Studyn earthquake excitation. In this study one-dimensional equivalent linear (EL) and nonlinear (NL) GRA was carried out for five boreholes located in Golaghat district of Assam, India. This region falls under highly seismic zone ‘V’. The soil borehole log obtained from standard penetration test (SPT) c作者: 斗爭(zhēng) 時(shí)間: 2025-3-27 19:05 作者: hedonic 時(shí)間: 2025-3-28 00:44 作者: immunity 時(shí)間: 2025-3-28 05:21 作者: 哺乳動(dòng)物 時(shí)間: 2025-3-28 07:30
Seismic Response of Low Height Embankment over Soft Foundation Clay,of embankment on soft foundation soil under unavoidable circumstances. In addition to the stability under static loading, seismic excitation very often plays a major role in the stability of such an embankment. So, to study the behaviour of such embankment under seismic loading becomes very importan作者: ABOUT 時(shí)間: 2025-3-28 12:41 作者: 實(shí)施生效 時(shí)間: 2025-3-28 17:55
,August, 2019 Landslide Events in Kinnaur, H.P.—An Assessment of Earthquake and Landslide Consequencict, National Highway 5 was blocked, heavy rainfall triggered many landslides in isolated regions of Himachal Pradesh, blocking large number of roads, it was blocked near Ribba village of Kinnaur district causing heavy traffic jam. According to reports, this event resulted in the death of 22 people 作者: 決定性 時(shí)間: 2025-3-28 21:45
Geotechnical Investigation of Landslide of Atharamura and Baramura Hill, Tripura,th. It is essential to know the geotechnical properties to analyse the causes of landslide. For the present study geotechnical investigation has been carried out on the slopes of Atharamura and Baramura Hill, Tripura. Results obtained from laboratory test and field investigation revealed that the un作者: 事物的方面 時(shí)間: 2025-3-29 02:41
Stability Analysis of Kattipara and Meppady Regions of Hill Soil Slope,rala hill regions, people are getting aware of the seriousness of the slope instability problems. Factors such as geomorphology, slope angle, terrain curvature, slope length and steepness, soil type and land use or land cover are considered to affecting slope stability. The present study concentrate作者: 敵意 時(shí)間: 2025-3-29 05:33
Numerical Studies on the Behavior of Slope Reinforced with Soil Nails,n retaining wall. This is an in-situ reinforcement technique that uses passive rigid bars usually made up of steel that can withstand tensile forces, shearing forces, and bending moments. In the present study, an attempt has been made to analyze the behavior of soil slope reinforced with soil nails 作者: 宣傳 時(shí)間: 2025-3-29 11:02 作者: reaching 時(shí)間: 2025-3-29 15:11 作者: Conquest 時(shí)間: 2025-3-29 17:56 作者: Anal-Canal 時(shí)間: 2025-3-29 23:24
Soil Amplification Study for Kalyani Region, Kolkata,mensional linear ground response analysis is done by the help of DEEPSOIL V-7.0 computer program. It can be observed that from the results peak ground acceleration of different site is varying from 0.159 to 0.190?g and the soil amplification value is ranging from 0.996 to 1.190 for peak ground acceleration of 0.16?g.作者: Felicitous 時(shí)間: 2025-3-30 02:30 作者: Thyroid-Gland 時(shí)間: 2025-3-30 04:04
Geotechnical Investigation of Landslide of Atharamura and Baramura Hill, Tripura,derlying causes of the landslide could be (a) the geological formation of those hills (b) permeability through the different layers of soil (c) shear strength of the soil (d) cutting of hills slope for reconstruction and widening of the road. Landslide triggered due to heavy precipitation during the monsoon season.作者: 泛濫 時(shí)間: 2025-3-30 10:01
Conference proceedings 2021s is placed on connecting academic research and field practice, with many examples, case studies, best practices, and discussions on performance based design. This volume will be of interest to researchers and practicing engineers alike.?作者: blight 時(shí)間: 2025-3-30 15:23 作者: 小蟲 時(shí)間: 2025-3-30 16:58 作者: Obscure 時(shí)間: 2025-3-31 00:25 作者: 思想流動(dòng) 時(shí)間: 2025-3-31 01:14
Ideational Bases of Land Reform in Brazil: 1910 to the Presentnnovations arose in the ideational and institutional realms. Again, however, little land reform resulted. Finally, since the late 1980s, there have been major increases in mobilisation and reform. Nevertheless, the agrarian structure remains highly unequal.作者: 飛行員 時(shí)間: 2025-3-31 07:39 作者: commute 時(shí)間: 2025-3-31 10:39
Hideo Nishitani,Paul Nurseebases, datalog complexity and optimization, objectorientation, information capacity and security, anddatastructures and algorithms. Two of the invited papers surveyresearch into theoretical database issues done in EasternEurope during the past decade.978-3-540-56039-5978-3-540-47360-2Series ISSN 0302-9743 Series E-ISSN 1611-3349 作者: 柳樹；枯黃 時(shí)間: 2025-3-31 17:09
Efficient HiL-Testing for Electric Heavy-Duty Drivetrains using Model-Based Systems Engineerings is complex and mostly done manual due to the individual test cases. This requires a high amount of effort and is error-prone, especially for complex systems. This paper introduces how Model- Based Systems Engineering (MBSE) and its advantages in model organization and system architecture modeling 作者: 寄生蟲 時(shí)間: 2025-3-31 20:50 作者: ASTER 時(shí)間: 2025-4-1 01:09
Entwicklungsfunktionen für polygonal begrenzte dünne Platten978-3-662-25845-3作者: Foam-Cells 時(shí)間: 2025-4-1 05:45 作者: NAV 時(shí)間: 2025-4-1 08:12
