標題: Titlebook: Earthquakes and Structures; Select Proceedings o T. G. Sitharam,Sreevalsa Kolathayar,Ravi Jakka Conference proceedings 2022 The Editor(s) ( [打印本頁] 作者: bankrupt 時間: 2025-3-21 16:51
書目名稱Earthquakes and Structures影響因子(影響力)
書目名稱Earthquakes and Structures影響因子(影響力)學(xué)科排名
書目名稱Earthquakes and Structures網(wǎng)絡(luò)公開度
書目名稱Earthquakes and Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Earthquakes and Structures被引頻次
書目名稱Earthquakes and Structures被引頻次學(xué)科排名
書目名稱Earthquakes and Structures年度引用
書目名稱Earthquakes and Structures年度引用學(xué)科排名
書目名稱Earthquakes and Structures讀者反饋
書目名稱Earthquakes and Structures讀者反饋學(xué)科排名
作者: condemn 時間: 2025-3-21 23:32
Mersedeh Karvandi,Saeed Ranjbares of the offshore jacket platform significantly, subjected to different earthquake loads. It is observed that the positions and the number of MR dampers affect the performance of the controller to a great extend in the offshore jacket platforms. The control algorithm is stable against the variation作者: Congruous 時間: 2025-3-22 01:59
The Emergence of Rural-based Industries,le in Abaqus. Steel reinforcements have been introduced at relevant layers/sections of the stack. Transverse shear deformation in element formulation and geometric non-linearity due to large deformation has been considered during the analysis. Non-linear analysis with detailed material characterizat作者: 高度表 時間: 2025-3-22 06:44 作者: Fatten 時間: 2025-3-22 09:30 作者: 最小 時間: 2025-3-22 15:34 作者: 最小 時間: 2025-3-22 20:39 作者: transdermal 時間: 2025-3-22 21:19
Beyond Your Scientific Publicationfor both the fixed and flexible base conditions. Inter-storey drift ratios and plastic hinge locations were selected as response parameters. From the analysis, it is observed that the pushover curves at the calculated target displacements are linear for both the cases, which indicate that the deform作者: 配偶 時間: 2025-3-23 02:51
A Royal Road to Algebraic Geometryomponents, annoying physical sensations in the human body, interference with activities such as sleep and conversation, rattling of window panes and loose objects and fear of damage to the building and its contents.作者: Generator 時間: 2025-3-23 06:15
The Tale of a Forgery: Inventing the , payload capacity of the shaking table, a 1:3 scale model was adopted. The model was subjected to various peak ground accelerations from 0.05 to 0.1?g. The dynamic properties of the model were evaluated through the experiments. The experimental results were used for validating the numerical model, w作者: 寬宏大量 時間: 2025-3-23 11:40
,Husserl’s Rewriting of Empathy in Husserl,etback-stepback, was investigated. All the configurations have been modelled using a finite element software, and examined by Response Spectrum analysis and Non-linear Static Pushover analysis. The dynamic parameters obtained from the numerical study were discussed as variations in storey shear, bas作者: 裁決 時間: 2025-3-23 16:51 作者: faddish 時間: 2025-3-23 19:48 作者: 分開 時間: 2025-3-23 23:10
Semi-active Seismic Vibration Control Offshore Jacket Platforms,es of the offshore jacket platform significantly, subjected to different earthquake loads. It is observed that the positions and the number of MR dampers affect the performance of the controller to a great extend in the offshore jacket platforms. The control algorithm is stable against the variation作者: 自負的人 時間: 2025-3-24 02:36 作者: 不可侵犯 時間: 2025-3-24 10:24
Soil-Structure-Interaction Study of a Nuclear Structure Supported on Alluvium Soil and Estimation oion analysis of typical safety related structure of NPP, modeled as 3D finite elements along with soil has been carried out using Abaqus software [.] for both vertical sustained and lateral loads (seismic loads with pseudo-static approach) using site-specific geotechnical parameters. Elasto-plastic 作者: AVERT 時間: 2025-3-24 13:17
Analysis of Knee-Braced, x-braced Moment Frame for Ductility Based Seismic Design, to withstand dead and live load only. Seismic tremor loads are taken by bracings. The bracings are given just on the fringe sections. Analysis and design has been carried out using ETABS software, and the results are discussed.作者: crumble 時間: 2025-3-24 14:58 作者: 縱欲 時間: 2025-3-24 22:08
Damage Assessment of Tunnels in Seismic Prone Zone During Earthquakes: A Part of Hazard Evaluation,rthquake in Taiwan, and the grades of damage are calculated based on seismic performance. Earthquake intensity, distance from fault, rock classification, tunnel length and overburden depth are considered as the tunnel damage factors while doing analysis. Considering these parameters, the formula for作者: 奇思怪想 時間: 2025-3-25 02:06 作者: 眼界 時間: 2025-3-25 05:56 作者: 愉快么 時間: 2025-3-25 08:16
Seismic Performance of the Amritesvara Temple: Shake Table Test of a Dry Stone Masonry Structure, payload capacity of the shaking table, a 1:3 scale model was adopted. The model was subjected to various peak ground accelerations from 0.05 to 0.1?g. The dynamic properties of the model were evaluated through the experiments. The experimental results were used for validating the numerical model, w作者: GREEN 時間: 2025-3-25 14:24 作者: nugatory 時間: 2025-3-25 17:05
Seismic Response Perspective for the Proposed Subway Tunnel Near Kamalapur Railway Station,nsiders a site near Kamalapur Railway station, the Railway Hub in Dhaka city, where MRT Line 1 will end. The seismic response of a typical cross-section of subway tunnel is analyzed using the finite element software PLAXIS 2D. Time history analysis under 2D plane strain conditions is conducted for v作者: 不斷的變動 時間: 2025-3-25 20:36 作者: 細胞 時間: 2025-3-26 02:14 作者: asthma 時間: 2025-3-26 06:09
2366-2557 buildings etc. A strong emphasis is placed on connecting academic research and field practice, with many examples, case studies, and best practices. This volume will be of interest to researchers and practicing engineers alike.978-981-16-5675-0978-981-16-5673-6Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 粘土 時間: 2025-3-26 09:46
The Government and State Industries, smaller with the infinite boundary as compared to viscous and kelvin boundary conditions. In tunnel analysis, the results shows maximum building response occurs when the tunnel is positioned directly below the centre line of the building.作者: Flavouring 時間: 2025-3-26 14:26
The Current State of Youth Justice,and magnitude ranges using Gabor Expansion, without compromising the frequency content of the waves. Additionally, it is demonstrated that the response spectra of the synthesized signal and the original signal match very well. These response spectra will be valuable for the nonlinear investigation of structures in this region.作者: nocturia 時間: 2025-3-26 20:52
A Revolution in Economic Theorynear the dam site was used as input since there is no record available at the tailings dam site. Slope stability analysis is performed to understand the possible failure mechanism. The Mohr–Coulomb failure criterion is used to define the material properties. Furthermore, the simulation results are compared with the final dam failure scenario.作者: 微不足道 時間: 2025-3-26 21:45
https://doi.org/10.1007/978-1-4020-4758-9rotection systems. Moreover, the base-isolated building with cable support also performed equally sound as base-isolated building. The reaction forces in the cables reduced the stiffness requirement of the isolator. On the other hand, the cabled building did not show any effect on the building.作者: 直覺沒有 時間: 2025-3-27 03:28 作者: BRAWL 時間: 2025-3-27 08:39 作者: expdient 時間: 2025-3-27 13:21 作者: PAGAN 時間: 2025-3-27 16:07 作者: BLINK 時間: 2025-3-27 18:54 作者: interference 時間: 2025-3-28 00:18 作者: acrobat 時間: 2025-3-28 03:02
Virginia Woolf and D.H. Lawrence, this approach, the total number of base isolators to be used in the building have been gradually decreased to optimize the cost. The base isolators have been redesigned for each case, and linear and non-linear performances have been checked to ensure that the performance of the building has not been compromised.作者: 血友病 時間: 2025-3-28 06:54 作者: 盲信者 時間: 2025-3-28 13:08
Seismic Vulnerability Assessment of Lifeline Buildings at Gangtok,al damages. From this Earthquake, it can be clearly seen that there is a need for seismic vulnerability assessment of buildings in and around Gangtok town. This paper presents the study of seismic vulnerability of buildings by rapid visual screening method and detailed vulnerability assessment method.作者: jagged 時間: 2025-3-28 15:41
Non-linear Analysis of Base-Isolated Building Having Optimized Number of Base Isolators, this approach, the total number of base isolators to be used in the building have been gradually decreased to optimize the cost. The base isolators have been redesigned for each case, and linear and non-linear performances have been checked to ensure that the performance of the building has not been compromised.作者: vocation 時間: 2025-3-28 21:39
Conference proceedings 2022action, dynamic analysis, underground structures, vibration isolation, seismic response of buildings etc. A strong emphasis is placed on connecting academic research and field practice, with many examples, case studies, and best practices. This volume will be of interest to researchers and practicing engineers alike.作者: 紋章 時間: 2025-3-29 00:03 作者: reflection 時間: 2025-3-29 07:08 作者: 大約冬季 時間: 2025-3-29 10:17
Parametric Studies on Overturning Moment Ratio of Buildings with Shallow Foundation for Tsunami Loags in the city of Miyako have failed by overturning during past 2011 Gear East Japan Tsunami. During Tsunami, exceedance of the instantaneous overturning moment due to buoyancy force and hydrodynamic force above the resisting moment due to self-weight of the building has been found to cause the over作者: Additive 時間: 2025-3-29 13:07 作者: V洗浴 時間: 2025-3-29 16:55
Lateral Capacity of Skirted Footing Resting on Level Ground,y. Strip footings are subjected to lateral forces induced by earthquake movements, wind loads. The lateral forces acting on the footings may be predominant in certain structures such as waterfront structure, earth retaining structure and transmitting power towers. There has been a lack of informatio作者: Constituent 時間: 2025-3-29 20:35
A Case Study of Las Palmas Tailings Dam Failure, number as well as height to accommodate more storage capacity. Failure of these structures is dangerous with respect to toxic exposure, landslides, liquefaction, etc. In this study, the possible failure mechanisms of the Las Palmas tailings dam, which failed following the 2010 Maule, Chile earthqua作者: Fortify 時間: 2025-3-30 02:22 作者: nuclear-tests 時間: 2025-3-30 05:09 作者: Irrepressible 時間: 2025-3-30 09:27
Seismic Vulnerability Assessment of Lifeline Buildings at Gangtok,rability of the multi-storied construction. Damage that occurred in and around Gangtok was disproportionately high to the observed intensity of shaking, primarily due to poor compliance with seismic codes, inferior quality of raw materials and shoddy workmanship. The main objective of the survey was作者: 摘要 時間: 2025-3-30 13:30 作者: 未完成 時間: 2025-3-30 20:05
Effect of Non-homogeneity of Seabed Soil on Natural Frequency of Offshore Free Spanning Pipeline,om the literature survey, it is seen that a considerable amount of works have been studied to determine the effect of seabed soil on natural frequency of free span by the previous researchers. However, researchers have assumed that soil of the supports of free span is homogeneous. Well-used code DNV作者: 郊外 時間: 2025-3-30 22:12
Seismic Performance of Buildings in Hilly Regions with and Without Base Isolation and Cable Supportbuildings on the sloping ground reduces as it has to accommodate different length columns in a single storey. These buildings possess both vertical and horizontal irregularities. The current study is an effort to comprehend the effect of seismic forces on the buildings in hilly regions and suitable 作者: 粉筆 時間: 2025-3-31 01:00 作者: Enzyme 時間: 2025-3-31 08:14
Pushover Analysis of Existing Asymmetrical Building Using Modal Load Pattern, Soil Flexibility and ted in Seismic Zone-V. Non-linear Static Pushover Analysis performed in SAP 2000. using modal load pattern with infill walls modelled as strut as per IS IS1893 (Part-I):2016. Sub-soil exploration is conducted and stiffness of the spring for the spring base structure is calculated as per ATC-40 guide作者: Heterodoxy 時間: 2025-3-31 10:19
Non-linear Analysis of Base-Isolated Building Having Optimized Number of Base Isolators,d to compare the non-linear response of the base-isolated building and conventionally designed building. The computer program SAP 2000 has been used for modelling and analysis. The comparative response of the fixed base building and the base-isolated building has been studied in terms of base shear,作者: 四牛在彎曲 時間: 2025-3-31 13:30 作者: 商品 時間: 2025-3-31 19:38 作者: osculate 時間: 2025-3-31 23:55 作者: 傻 時間: 2025-4-1 03:17
Seismic Response Perspective for the Proposed Subway Tunnel Near Kamalapur Railway Station,Project consists of several metro rail routes in the city, some of these routes are elevated rail, while some are planned to be partly elevated and partly underground. Construction of MRT Line 6 consisting of elevated rail is in progress, while the second route (MRT Line 1) being planned for constru作者: 問到了燒瓶 時間: 2025-4-1 09:55
Earthquakes and Structures978-981-16-5673-6Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Chagrin 時間: 2025-4-1 12:47
https://doi.org/10.1007/978-981-16-5673-6Seismic Slope Stability; Seismic Hazard Zonation; Ground Response Analyses; Seismic Risk Assessment; Vib作者: MODE 時間: 2025-4-1 16:14
978-981-16-5675-0The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor作者: 跑過 時間: 2025-4-1 18:39
T. G. Sitharam,Sreevalsa Kolathayar,Ravi JakkaComprises select peer-reviewed proceedings of 7th ICRAGEE.Discusses emerging trends & future prospects in seismic slope stability & landslides.Includes illustrations, case studies, best practices, and
