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標題: Titlebook: Recent Advances in Earthquake Engineering; Select Proceedings o Sreevalsa Kolathayar,Siau Chen Chian Conference proceedings 2022 The Editor [打印本頁]

作者: 監(jiān)督    時間: 2025-3-21 16:20
書目名稱Recent Advances in Earthquake Engineering影響因子(影響力)




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書目名稱Recent Advances in Earthquake Engineering網(wǎng)絡公開度學科排名




書目名稱Recent Advances in Earthquake Engineering被引頻次




書目名稱Recent Advances in Earthquake Engineering被引頻次學科排名




書目名稱Recent Advances in Earthquake Engineering年度引用




書目名稱Recent Advances in Earthquake Engineering年度引用學科排名




書目名稱Recent Advances in Earthquake Engineering讀者反饋




書目名稱Recent Advances in Earthquake Engineering讀者反饋學科排名





作者: 用肘    時間: 2025-3-21 21:49

作者: fetter    時間: 2025-3-22 01:43

作者: corpus-callosum    時間: 2025-3-22 08:13
Mohammed Ayub Ifan,Shalin Mathew,Jayaprakash Vemuriühungen. Die technische Beherrschung der ?u?eren Natur sollte auf den Menschen selbst übertragen werden. Dabei rückte die generative Potenz beider Geschlechter unter den Zugriff wissenschaftlicher Forschung und Entwicklung, die eine Modernisierung von Elternschaft mit vorangetrieben hat. Im Rahmen d
作者: hemoglobin    時間: 2025-3-22 10:31
Van-Tien Phan,Duy-Duan Nguyenliche Recht der Eltern und die zuv?rderst ihnen obliegende Pflicht.“ Um ihrer elterlichen Erziehungspflicht Genüge zu leisten, bedarf es aufseiten der Eltern einer Reihe von Kompetenzen, wobei wenigstens vier Klassen von Kompetenzen unterschieden werden k?nnen (Schneewind, 2008). Es sind dies (a) .
作者: 網(wǎng)絡添麻煩    時間: 2025-3-22 13:53

作者: grotto    時間: 2025-3-22 19:36

作者: Dri727    時間: 2025-3-22 23:30

作者: ornithology    時間: 2025-3-23 03:29
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/r/image/822713.jpg
作者: 動脈    時間: 2025-3-23 07:11
https://doi.org/10.1007/978-981-16-4617-1Ground Motion; Seismic Response; Hazard Mapping; Infrastructure Resilience; Loss Estimation
作者: 我沒有強迫    時間: 2025-3-23 09:51
Sreevalsa Kolathayar,Siau Chen ChianPresents the select proceedings of the Virtual Conference on Disaster Risk Reduction (VCDRR 2021).Emphasizes on the role of civil engineering for a disaster-resilient society.Includes earthquake hazar
作者: magenta    時間: 2025-3-23 16:43
978-981-16-4619-5The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
作者: 集合    時間: 2025-3-23 19:38
Recent Advances in Earthquake Engineering978-981-16-4617-1Series ISSN 2366-2557 Series E-ISSN 2366-2565
作者: MOTTO    時間: 2025-3-24 02:01
Wavelet Analysis of Far-Field Ground Motions from the Mw 7.6 2005 Kashmir Earthquakemir earthquake, which are available in the absence of near field ground motions. While some ground motions exhibit high amplitude waves at the same frequency content over a significant duration of time, other ground motions exhibit high amplitude waves in two to three frequency ranges. It is conclud
作者: climax    時間: 2025-3-24 03:08
Correlation Between Seismic Intensity Measures and Response of Skewed Bridgesal acceleration (S.(T.)), and spectral velocity at the fundamental period (S.(T.)). For high-frequency motions, the well-correlated IMs with seismic damage of bridge are specific energy density (SED), Arias intensity (I.), root-mean-square of velocity (V.), and characteristic intensity (I.). Additio
作者: PAEAN    時間: 2025-3-24 08:25
Variation in Seismic Behaviour of R.C Shaft Supported Elevated Water Towers with Change in Proportioort than shaft supported tanks. But shaft supported water tanks can be constructed in lesser time and economically in comparison to frame supported tanks; hence, the contractor companies generally prefer the construction of shaft supported tanks in favour of frame supported tanks. It is often observ
作者: CLEAR    時間: 2025-3-24 10:59

作者: 愛花花兒憤怒    時間: 2025-3-24 16:51
Seismic Performance Evaluation of Integral Bridges Considering Soil-Structure Interaction of total base shear and lateral displacement at the top of piers and abutments are accordingly obtained. The plastic hinge formations in the structure are also achieved during pushover analyses. A set of damage states of bridge piers are then proposed based on the section analysis.
作者: Glaci冰    時間: 2025-3-24 21:42
Non Linear Seismic Analysis of RC Framed Structure by Extended N2 Methodft was obtained. A similar structure is analysed via the time history analysis method. The results accompanied by the Extended N2 method were compared with the time history analysis method. The analysis of the structure was made by using SAP 2000. This result showed that the displacement and storey
作者: Curmudgeon    時間: 2025-3-25 00:29
Influence of Mass Irregularity on the Response of RC Frame with Stiffness Irregularity by Non-linearo 0.45g and aftershocks of two-third of their respective PGA. Mainshocks with increasing peak ground acceleration have been generated synthetically using the design response spectrum described in the IS code IS1893:2016 predicted on NDA with the help of SAP 2000 software. Irregularities are introduc
作者: Graves’-disease    時間: 2025-3-25 07:22

作者: intention    時間: 2025-3-25 10:49

作者: 類型    時間: 2025-3-25 15:27

作者: collateral    時間: 2025-3-25 16:53
Seismic Safety of Buildings on Indian Hill Slopes—A Review, non-engineered construction, the dearth of proper geotechnical investigation, low maintenance of older buildings and frequent use of inferior construction materials are unfortunate challenges for seismic safety. Some of the significant observations of past studies to assess the seismic safety and
作者: 姑姑在炫耀    時間: 2025-3-25 23:19

作者: BARGE    時間: 2025-3-26 02:20

作者: 發(fā)出眩目光芒    時間: 2025-3-26 04:44

作者: 笨重    時間: 2025-3-26 11:13

作者: 圓木可阻礙    時間: 2025-3-26 14:26

作者: defendant    時間: 2025-3-26 16:52
Van-Tien Phan,Duy-Duan Nguyenf?nglich für offene oder verdeckte kindliche Bedürfnisse bzw. N?te sein; kindliche Entwicklungspotenziale erkennen und zu ihrer Verwirklichung beitragen; kindliche Eigenst?ndigkeit anerkennen und durch die Gew?hrung von Freir?umen für eigenes Handeln f?rdern; kindliche Kompetenzentwicklung fordern –
作者: 失眠癥    時間: 2025-3-27 00:17
ngswissenschaft. Diese Diskussion hat aber niemals zu einer eindeutigen Einigung auf abschlie?ende Definitionen geführt. Andererseits stehen beide Begriffe in vielf?ltigen aktuellen Diskussionen der Bildungspolitik ebenso wie der unterschiedlichen professionellen Praxen. Auch in diesen Debatten werd
作者: 小母馬    時間: 2025-3-27 04:04
M. Sushma,Vijayalakshmi Akella,B. K. Raghu Prasad,G. Deepu?rken. Dabei gehe ich davon aus, dass ich den ExpertInnen der . nicht auch noch weitere Praxisanweisungen zu geben habe – das wissen die besser als ich –, sondern ich m?chte sie einladen, die existentielle Bedeutung ihrer Arbeit in einem übergeordneten humanwissenschaftlichen Kontext zu erkunden.
作者: 發(fā)展    時間: 2025-3-27 06:11
K. K. Jithiya,Muhamed Safeer Pandikkadavath,Sujith Mangalathu,Praveen Nagarajangen angestrebt werden (Habermas, 1985). Vielfalt ger?t sonst zur ?Unübersichtlichkeit“ mit der Gefahr, die Welt dem Beliebigen und Zuf?lligen zu überlassen. Unter dem Blickwinkel ?postmoderner Theorien“ stellt sich dagegen die Frage, ob diese Einheit, dieser Konsens noch herzustellen, ja wünschbar s
作者: 織布機    時間: 2025-3-27 12:32
Kedar Ramesh Kumbhojkar,M. K. Shrimali,S. D. Bharti,Vishal Kamble
作者: 驕傲    時間: 2025-3-27 17:26

作者: Eeg332    時間: 2025-3-27 20:00

作者: Culpable    時間: 2025-3-27 22:43
Rajdeep Saharia,Debashis Bhuyan,Saunak Chowdhury,Karabi Bharadwaj
作者: 過于光澤    時間: 2025-3-28 05:58

作者: modish    時間: 2025-3-28 06:31
Comparative Study on Seismic Behaviour of G+41 Storey Frame with X, K and V Bracingsse spectrum method and equivalent static method. Storey displacement and base shear were evaluated for all the frames. Out of all the studied bracings, V bracing provided more efficient seismic resistance to the building.
作者: Infelicity    時間: 2025-3-28 13:59

作者: PHON    時間: 2025-3-28 15:23
Wavelet Analysis of Far-Field Ground Motions from the Mw 7.6 2005 Kashmir Earthquakease of accumulated strain at several faults in this collision zone and leads to frequent inter-plate earthquakes. The ground motions recorded in the earthquakes are time-domain signals, which do not convey information on the frequency content. Similarly, the amplitude-frequency representation obtain
作者: 萬靈丹    時間: 2025-3-28 21:49
Correlation Between Seismic Intensity Measures and Response of Skewed Bridgese best IMs of damage of the bridge. A total of 290 ground motion records classified into low- and high-frequency content groups are employed for numerical analyses. A series of nonlinear time-history analyses for the skewed bridges is performed to observe its seismic responses. Seismic responses of
作者: 獎牌    時間: 2025-3-29 00:32

作者: ASSET    時間: 2025-3-29 03:24
Variation in Seismic Behaviour of R.C Shaft Supported Elevated Water Towers with Change in Proportioen badly damaged due to impact of severe seismic forces. Elevated water tanks on shaft is a classical example of inverted pendulum structure and is structurally prone to lateral tilt and overturning under the impact of lateral seismic forces. Water supply system should remain intact in the post-eart
作者: ANIM    時間: 2025-3-29 07:52
Seismic Assessment of RC Framed Staging of Elevated Water Tanksure interaction. The modelling of this fluid–structure interaction can be carried out by rigorous application of Finite Elements Analysis (FEA) with Computational Fluid Dynamics (CFD). But in case of professional practice and design, these methods are very tedious and time-consuming for day-to-day a
作者: 撤退    時間: 2025-3-29 13:18

作者: 點燃    時間: 2025-3-29 16:11
Seismic Performance Evaluation of Integral Bridges Considering Soil-Structure Interaction and rotation. There are no expansion joints and bearings, also the deck is continuous across the length of the fully IABs. In recent years, IABs have become popular because of the economic, functional, and durability advantages of the structures. This paper presents the?seismic performances of an i
作者: BRAND    時間: 2025-3-29 21:56

作者: Alveoli    時間: 2025-3-30 02:57
Assessment of Seismic Performance and Vulnerability of a 20-Storied Reinforced Concrete Moment-Resis-based design (DDBD) and conventional force-based design (FBD) approach as per Indian Standard codes. The study frames are evaluated for strength and deformation using nonlinear static pushover analysis. The vulnerability for predefined damage states was evaluated based on the responses obtained fro
作者: 郊外    時間: 2025-3-30 06:22
Comparative Study on Seismic Behaviour of G+41 Storey Frame with X, K and V Bracingsindustrial purposes all around the world. Seismic resistance of these tall structures is an important factor because natural hazards like earthquakes are unpredictable. Bracings are an important way to resist lateral loads which can hence increase the capacity of buildings to resist earthquake loads
作者: Concrete    時間: 2025-3-30 12:11

作者: 記成螞蟻    時間: 2025-3-30 15:10
Comparative Study on Static and Dynamic Analysis of RC Buildings of Different Heights in Different Sent types of static and dynamic forces. Static forces, being time independent in nature, primarily consist of the self-weight of the building. On the other hand, dynamic forces, which include earthquake force, are time dependent in nature. Seismic analysis of RC buildings can be carried out by both
作者: Capture    時間: 2025-3-30 17:16
Effect of Dog-Legged Staircase on the Seismic Response of Hill Buildingsimparts additional forces and moments when subjected to seismic loads. Previous studies concluded that dog-legged staircase elements impart lateral stiffness to the building structure and work as efficient energy dissipators under earthquake loads. Also, the position of the staircase structures play
作者: Osmosis    時間: 2025-3-30 21:25
Effect of Supporting Structure’s Torsion on Floor Acceleration Demands in Buildings on Slopesr time history analyses are conducted in OpenSees using a suite of far-field seismic ground-motion records recommended in FEMA P695. Floor response spectra corresponding to the non-structural component’s damping ratio of 5. are obtained for the investigated buildings, in the direction along and acro
作者: 可以任性    時間: 2025-3-31 03:24
Seismic Safety of Buildings on Indian Hill Slopes—A Reviewregion has experienced several devastating earthquakes, which have signalled the high vulnerability of the structures, especially housing stocks. Population outbursts and rapid urbanisation have led to unplanned growth and rapid coming up of houses and buildings. A similar trend can be seen in some
作者: Blood-Vessels    時間: 2025-3-31 08:54

作者: 稀釋前    時間: 2025-3-31 09:13
2366-2557 g for a disaster-resilient society.Includes earthquake hazarThis book presents the select proceedings of the Virtual Conference on Disaster Risk Reduction (VCDRR 2021). It emphasizes on the role of civil engineering for a disaster-resilient society. It presents latest research in geohazards and thei
作者: 豐滿有漂亮    時間: 2025-3-31 16:55
Conference proceedings 2022ering for a disaster-resilient society. It presents latest research in geohazards and their mitigation. Various topics covered in this book are earthquake hazard, seismic response of structures and earthquake risk. This book is a comprehensive volume on disaster risk reduction (DRR) and its manageme
作者: aerobic    時間: 2025-3-31 17:59





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