標題: Titlebook: Recent Advances in Structural Engineering, Volume 2; Select Proceedings o A. Rama Mohan Rao,K. Ramanjaneyulu Conference proceedings 2019 Sp [打印本頁] 作者: 倒鉤 時間: 2025-3-21 18:51
書目名稱Recent Advances in Structural Engineering, Volume 2影響因子(影響力)
書目名稱Recent Advances in Structural Engineering, Volume 2影響因子(影響力)學科排名
書目名稱Recent Advances in Structural Engineering, Volume 2網絡公開度
書目名稱Recent Advances in Structural Engineering, Volume 2網絡公開度學科排名
書目名稱Recent Advances in Structural Engineering, Volume 2被引頻次
書目名稱Recent Advances in Structural Engineering, Volume 2被引頻次學科排名
書目名稱Recent Advances in Structural Engineering, Volume 2年度引用
書目名稱Recent Advances in Structural Engineering, Volume 2年度引用學科排名
書目名稱Recent Advances in Structural Engineering, Volume 2讀者反饋
書目名稱Recent Advances in Structural Engineering, Volume 2讀者反饋學科排名
作者: ungainly 時間: 2025-3-21 23:35
978-981-13-4397-1Springer Nature Singapore Pte Ltd. 2019作者: avarice 時間: 2025-3-22 02:28
Recent Advances in Structural Engineering, Volume 2978-981-13-0365-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: TIGER 時間: 2025-3-22 06:35 作者: 深淵 時間: 2025-3-22 11:54 作者: 意見一致 時間: 2025-3-22 15:31 作者: 掙扎 時間: 2025-3-22 17:25 作者: accrete 時間: 2025-3-23 00:18 作者: 自由職業(yè)者 時間: 2025-3-23 01:58 作者: 無目標 時間: 2025-3-23 07:52
Dynamic Behavior of Freestanding Spent Fuel Trays-Stack Without Base Locator During Earthquake Event 0.156?g Peak Ground Acceleration (PGA) has been used in the experiment. The dynamic responses of trays-stack and tank, namely displacement and acceleration of stacked trays and tank wall, at different elevation recorded in the shake table test are analyzed and compared with numerical method.作者: 自制 時間: 2025-3-23 12:40 作者: asthma 時間: 2025-3-23 16:04
Nonlinear Static Behaviour of RC Frame Buildings During Construction Stagesysis is carried out to determine possible damage of structural members with increase in height of the buildings. The present study gives an insight on the vulnerability of the structural members of building liable to seismic damage.作者: 易改變 時間: 2025-3-23 20:44 作者: mitten 時間: 2025-3-24 00:47
A Comparative Study of the Seismic Provisions of Indian Seismic Code IS 1893-2002 and Draft Indian Ctems, effect of masonry infill works on design of framed building, simplifying torsional provisions and simplified method of liquefaction potential analysis are carried out as extra items. Similarities and differences among both codes are illustrated here in the form of tables and graphs.作者: 演講 時間: 2025-3-24 04:07
Estimation of Peak Factors for Tall Buildings Subjected to Wind-Induced Pressuresaration, has been assessed. It has been observed that use of data-driven Hermite-based models could provide a better and realistic estimate of peak factor, as compared to that offered by Gaussian framework.作者: 凝乳 時間: 2025-3-24 07:30 作者: Blatant 時間: 2025-3-24 10:50 作者: 到婚嫁年齡 時間: 2025-3-24 18:02
Dynamic Modelling of Ujjayanta Palace—A Heritage Load-Bearing Masonry Building out time history analysis for earthquake inputs. The analysis enabled the ductility-based design, which was a major requirement for seismic retrofitting of the heritage building. The building is situated at Agartala, the capital of the state of Tripura. The building has a number of piers which are 作者: dysphagia 時間: 2025-3-24 19:04
Hybrid Testing of Concrete Bridge Piers with Different Detailing at Column–Foundation Interface from the interface zone to make rehabilitation relatively easier. One possible approach is to incorporate some additional features at interface to shift the likely damage zone. The paper is an experimental investigation to evaluate the role of additional detailing introduced at the interface. Two s作者: arbovirus 時間: 2025-3-25 01:52 作者: pester 時間: 2025-3-25 07:07 作者: 施舍 時間: 2025-3-25 10:14 作者: BOGUS 時間: 2025-3-25 15:19
Predictive Models for Ground Motion Parameters Using Artificial Neural Networkdeveloped to predict peak ground acceleration (PGA), peak ground velocity (PGV), peak ground displacement (PGD), spectral acceleration at 0.2 and 1?s. The input parameters of the model are moment magnitude (.), closest distance to rupture plane (.), shear wave velocity in the region (.), and focal m作者: 并入 時間: 2025-3-25 18:16 作者: 向外 時間: 2025-3-25 21:54
Real-time Hybrid Simulation Using an Electromagnetic Shakeradopted as the system whose response is emulated using hybrid simulation. The bottom storey is taken as the physical subsystem while the top storey is taken as the virtual subsystem. A control law is derived such that the mechanical impedance of the electromagnetic shaker matches to that of the virt作者: 拱形大橋 時間: 2025-3-26 02:09
Dynamic Behavior of Freestanding Spent Fuel Trays-Stack Without Base Locator During Earthquake Eventconcern for safe storing and handling for further reprocessing of spent fuels. In the spent fuel water pool, spent fuel bundles are stacked in 25–30 trays and kept on floor without base locators or guide. Analytical procedures are not well developed to analyze the complex phenomena accounting slidin作者: DEAF 時間: 2025-3-26 04:34 作者: Urologist 時間: 2025-3-26 11:42
A Comparative Study of the Seismic Provisions of Indian Seismic Code IS 1893-2002 and Draft Indian Can Seismic Code IS 1893 (part 1): 2016 [.] to address the differences in their philosophies and applicability. Significant differences are observed in these documents for specifying different parameters such as empirical formulas for calculating time period, building importance factor, response redu作者: Hamper 時間: 2025-3-26 13:38 作者: Blazon 時間: 2025-3-26 18:10
Estimation of Peak Factors for Tall Buildings Subjected to Wind-Induced Pressures on three translation-based Hermite methods, basic Hermite Model (HM), Revised Hermite Model (RHM), and Modified Hermite Model (MHM), with parameters evaluated from Yang (MHM-Yang). The evaluated peak factors have been compared with observed values from the data and other Hermite-based models of pea作者: 中國紀念碑 時間: 2025-3-27 00:44
Seismic Behavior of Beam-Column Sub-assemblages Designed According to Different Evolution Stages of ing frames with ductility detailing. Most of the older buildings were designed only for gravity loads. The past earthquakes produced devastating damages to the gravity load-designed structures. This resulted in the remarkable changes in the seismic design philosophy in the form of introducing ductil作者: Limpid 時間: 2025-3-27 02:41 作者: INERT 時間: 2025-3-27 07:14 作者: 完全 時間: 2025-3-27 11:46
Conference proceedings 2019nd contributory papers covering numerous applications from a wide spectrum of areas related to structural engineering. It presents contributions by academics, researchers, and practicing structural engineers addressing analysis and design of concrete and steel structures, computational structural me作者: Aerophagia 時間: 2025-3-27 14:38 作者: Outmoded 時間: 2025-3-27 20:51 作者: Halfhearted 時間: 2025-3-27 23:55 作者: 提名的名單 時間: 2025-3-28 02:55 作者: 悅耳 時間: 2025-3-28 08:08 作者: Cytology 時間: 2025-3-28 13:46
Ankush Gogoi,Bhargav Bhuyan,Nishant Sharma,Kaustubh Dasgupta作者: 心神不寧 時間: 2025-3-28 14:55 作者: 品嘗你的人 時間: 2025-3-28 20:13
Rahul Garg,Jaya Prakash Vemuri,Kolluru V. L. Subramaniam作者: 圖表證明 時間: 2025-3-29 00:21
Recent Advances in Structural Engineering, Volume 2Select Proceedings o作者: 規(guī)范就好 時間: 2025-3-29 04:22
Dynamic Modelling of Ujjayanta Palace—A Heritage Load-Bearing Masonry Buildingtion of the stiffness matrix. The seismic mass lumped at the floor levels were obtained in accordance with the provisions of IS-1893 (2002). After setting up the coupled equations of motion, which included three degrees-of-freedom (translations in the two horizontal directions and rotation about the作者: 烤架 時間: 2025-3-29 07:56 作者: Sinus-Rhythm 時間: 2025-3-29 15:08 作者: 控訴 時間: 2025-3-29 16:13 作者: 我們的面粉 時間: 2025-3-29 19:48 作者: Chronic 時間: 2025-3-30 02:41
Seismic Behavior of Beam-Column Sub-assemblages Designed According to Different Evolution Stages of adopted in codes of practices. An exterior beam-column sub-assemblage of typical three-story building is taken up for the study and designed according to the evolution of design philosophies of Indian standard. Experimental investigations are carried out on beam-column sub-assemblages designed accor作者: 氣候 時間: 2025-3-30 05:50 作者: 連接 時間: 2025-3-30 11:38
Nikhil Dhandar,A. Y. Vyavahare,Trupti Nikosef the experts in the membership function definition..The aim of this talk is to shown the performance of FRBCSs by extending the Knowledge Base with the application of the concept of IVFSs. The modeling of the linguistic labels by means of IVFSs implied an adaptation of the original fuzzy reasoning 作者: 一窩小鳥 時間: 2025-3-30 16:18 作者: 教義 時間: 2025-3-30 16:41
Anjali Dhabu,J. Dhanya,S. T. G. Raghukanthf the experts in the membership function definition..The aim of this talk is to shown the performance of FRBCSs by extending the Knowledge Base with the application of the concept of IVFSs. The modeling of the linguistic labels by means of IVFSs implied an adaptation of the original fuzzy reasoning 作者: 大氣層 時間: 2025-3-30 22:09
Binu Kumar,O. P. Singh,G. R. Reddy,K. M. Singh,K. Agarwal,N. Gopalakrishnants tools, and its devices. It gives an easy access for the newcomer to the field and it offers an overview of the state of the art in computer graphics. - The second part is devoted to interactive techniques. This is currently one of the most important fields of research in computer graphics. Import作者: 圍巾 時間: 2025-3-31 04:33
G. A. Deshpande,S. D. Kulkarnits tools, and its devices. It gives an easy access for the newcomer to the field and it offers an overview of the state of the art in computer graphics. - The second part is devoted to interactive techniques. This is currently one of the most important fields of research in computer graphics. Import作者: 粗糙 時間: 2025-3-31 06:26 作者: engrossed 時間: 2025-3-31 13:08
S. Sen,A. Shawhes, providing information on hydrological units where anthropogenic pressure is highest. A correlation of NO.–N loads with the surface area of main crops using highest level of fertilization and tillage (field crops, temporary grasslands) is proposed, highlighting the environmental impact of most i作者: Enthralling 時間: 2025-3-31 17:25 作者: 我邪惡 時間: 2025-3-31 19:49
