標(biāo)題: Titlebook: Earthquake Engineering and Disaster Mitigation; Contributions in the Ravi S. Jakka,Yogendra Singh,Bal Krishna Maheshwar Book 2023 Indian So [打印本頁(yè)] 作者: patch-test 時(shí)間: 2025-3-21 20:01
書目名稱Earthquake Engineering and Disaster Mitigation影響因子(影響力)
書目名稱Earthquake Engineering and Disaster Mitigation影響因子(影響力)學(xué)科排名
書目名稱Earthquake Engineering and Disaster Mitigation網(wǎng)絡(luò)公開(kāi)度
書目名稱Earthquake Engineering and Disaster Mitigation網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書目名稱Earthquake Engineering and Disaster Mitigation被引頻次
書目名稱Earthquake Engineering and Disaster Mitigation被引頻次學(xué)科排名
書目名稱Earthquake Engineering and Disaster Mitigation年度引用
書目名稱Earthquake Engineering and Disaster Mitigation年度引用學(xué)科排名
書目名稱Earthquake Engineering and Disaster Mitigation讀者反饋
書目名稱Earthquake Engineering and Disaster Mitigation讀者反饋學(xué)科排名
作者: neurologist 時(shí)間: 2025-3-21 23:35 作者: slipped-disk 時(shí)間: 2025-3-22 00:31 作者: ingenue 時(shí)間: 2025-3-22 07:44 作者: Hallowed 時(shí)間: 2025-3-22 09:15
Dynamic Characterisation of Soil Profiles in Southern Calicut Region in Kerala State,T Calicut region. Field MASW tests were carried out at 48 representative sites by using a geode seismograph with 24 channels. It has a geophone capacity of 4.5?Hz and a sledgehammer source. MASW testing facility has provided testing and analysis software to obtain the shear wave velocity profiles. D作者: 進(jìn)取心 時(shí)間: 2025-3-22 14:38
Frequency-dependent Dynamic Properties of Saturated Brahmaputra River Sand Based on Cyclic Triaxialionless Brahmaputra sandy soil. The shear modulus and damping ratio of the chosen soil are largely influenced by the loading frequencies of the two different testing types. Based on the strain-controlled and stress-controlled loading conditions, the loading frequency is found to influence the shear 作者: 進(jìn)取心 時(shí)間: 2025-3-22 19:13 作者: Fabric 時(shí)間: 2025-3-22 22:31 作者: 顯赫的人 時(shí)間: 2025-3-23 01:28 作者: 不要不誠(chéng)實(shí) 時(shí)間: 2025-3-23 08:28
Efficacy of a Hybrid Foundation to Mitigate Liquefaction-induced Effects Under Strong Sequential Gr of the gravel drainage system and friction piles having spiral blades devised under the footing as a hybrid mitigation technique against the liquefaction-induced effects on a shallow foundation. Any structure situated on liquefiable ground may experience several moderate to strong earthquakes durin作者: HARP 時(shí)間: 2025-3-23 12:25
Influence of Vertical Seismic Coefficient in Seismic Analysis of Hydro-Tunnel in Rock,ential for hydropower, and the hydropower sector has produced the most tunnels. Hydro projects have some of the country‘s longest tunnels. In the Himalayan areas, almost 75% of the full potential for hydropower production is concentrated. Himachal Pradesh has the most projects with a total tunnel le作者: intellect 時(shí)間: 2025-3-23 15:02 作者: 刪除 時(shí)間: 2025-3-23 21:30
Seismic Performance of a Masonry Infilled Reinforced Concrete Frame Building Designed as per Indiany infills are widely known to interact with the surrounding frames and change the dynamic characteristics and seismic performance of the frame buildings. However, the current Indian design codes do not adequately cover the design of frame buildings with masonry infills. As a result, the designers co作者: 盡管 時(shí)間: 2025-3-24 01:37
2366-259X ides an in-depth understanding of various earthquake-relatedThis book has been brought out in remembrance?of Prof. DK Paul who has contributed immensely to the domain of Earthquake Engineering and Earthquake Disaster Mitigation. Prof. Paul was a leading authority in this field and has made significa作者: ANT 時(shí)間: 2025-3-24 02:42 作者: rods366 時(shí)間: 2025-3-24 06:36
Ion exchange preconcentration procedures,to the 2001 Bhuj Earthquake motion. Results demonstrate that the maximum bending moment occurred at the interface of the liquefiable and non-liquefiable layers. Seismic displacement and bending moment values in the sloping ground are more compared to level ground.作者: HAIL 時(shí)間: 2025-3-24 13:06
https://doi.org/10.1007/978-94-011-5907-4amplifies the lateral deflections and the storey drift of the superstructure in comparison with the fixed base. Building supported on a small piled raft shows a reduction in the response of the superstructure compared to a model building supported on a pile foundation.作者: 軍火 時(shí)間: 2025-3-24 15:58
Earthquake Induced Landslide Hazard Evaluation for Seismic Microzonation: A Case Study of the Garhw mapping seismically induced landslide hazard which is simple in its both conception and application. Thus, the present method can be easily adopted for seismic microzonation of upcoming urban centres in the Himalayan terrain.作者: Supplement 時(shí)間: 2025-3-24 22:12 作者: 顯赫的人 時(shí)間: 2025-3-25 02:10 作者: Boycott 時(shí)間: 2025-3-25 06:45 作者: Outspoken 時(shí)間: 2025-3-25 08:18
Non-Western Traditions: Leisure in Indiaer shot at an offset distance of 5?m from the trigger geophone. Results indicate that the average shear wave velocity (.) of the uppermost 30?m depth of soil strata is within the range of 273–615?m/s.作者: subordinate 時(shí)間: 2025-3-25 14:24
Dynamic Characterisation of Soil Profiles in Southern Calicut Region in Kerala State,er shot at an offset distance of 5?m from the trigger geophone. Results indicate that the average shear wave velocity (.) of the uppermost 30?m depth of soil strata is within the range of 273–615?m/s.作者: uveitis 時(shí)間: 2025-3-25 19:40
Smoothed and Normalized Design Spectrum for Indian Rock Sites,rently available version is IS 1893 (2016). The seismic zonation map of India is based on past earthquake intensities and not on systematic futuristic seismic hazard estimation accounting for probable location and size of earthquakes. The different natural period of structural design requires respec作者: 難取悅 時(shí)間: 2025-3-25 20:16 作者: BUOY 時(shí)間: 2025-3-26 03:30 作者: Palpate 時(shí)間: 2025-3-26 07:57 作者: Angioplasty 時(shí)間: 2025-3-26 12:10
Assessment of Reliquefaction Behavior of Solani Sand Specimen Using 1-g Shaking Table Experiments,d in both the incremental and decremental patterns and results are compared. The experimental results demonstrated that the preshaking effect and shaking pattern are critical in influencing the reliquefaction potential of sand deposits. The analysis of the pore pressure results indicates that the te作者: Obligatory 時(shí)間: 2025-3-26 13:16
Behaviour of Batter Piles Under Machine Induced Vibrations,th increasing force level. When the force level is increased, the maximum peak displacements in the X and Z directions increase by 11 and 4 times in the case of B0 and B20 piles, respectively. However, the peak displacement increases by 4–5 times in the Y direction with an increase in force level. T作者: bizarre 時(shí)間: 2025-3-26 17:25 作者: expeditious 時(shí)間: 2025-3-26 22:51 作者: 物質(zhì) 時(shí)間: 2025-3-27 01:37
Seismic Performance of a Masonry Infilled Reinforced Concrete Frame Building Designed as per Indian Performance-based seismic engineering framework is used to quantify the performance of frame designed using the mentioned design procedure. Subsequently, the performance is also compared with equivalent bare frame and fully infilled frame.作者: 合適 時(shí)間: 2025-3-27 07:35 作者: integral 時(shí)間: 2025-3-27 13:32
Frank A. Paine,Heather Y. Paineication at . across rectangular and elliptical deep-basins in terms of amplification at the centre of respective basin at . offset ‘x’ from centre of basin and half-width ‘w’ of basin. A comparison of numerically computed amplification at . across rectangular and elliptical deep-basins with those ob作者: figure 時(shí)間: 2025-3-27 17:24
The International Monetary Fundzard integral, an ergodic approach (conventional PSHA with no site-specific information) transforms to a non-ergodic (completely site-specific) and partially non-ergodic approach (partially site-specific). The present article outlines the scope of a non-ergodic PSHA in the Indian scenario and the ex作者: LINES 時(shí)間: 2025-3-27 21:31
A Handbook of Parenteral Nutritionequency of loading is found to influence significantly the damping ratio only, whereas for stress-controlled loading, both the damping ratio and shear modulus are found to be affected significantly by the loading frequency.作者: Meager 時(shí)間: 2025-3-28 00:10
Management of Fetal Abnormalities,d in both the incremental and decremental patterns and results are compared. The experimental results demonstrated that the preshaking effect and shaking pattern are critical in influencing the reliquefaction potential of sand deposits. The analysis of the pore pressure results indicates that the te作者: 不可知論 時(shí)間: 2025-3-28 04:17
Sequences and Series of Functions,th increasing force level. When the force level is increased, the maximum peak displacements in the X and Z directions increase by 11 and 4 times in the case of B0 and B20 piles, respectively. However, the peak displacement increases by 4–5 times in the Y direction with an increase in force level. T作者: Irrigate 時(shí)間: 2025-3-28 07:40 作者: palliative-care 時(shí)間: 2025-3-28 13:04
Review of the Six Steps of Systems Analysis must be adopted, and risks must be adequately identified and managed. Geological prediction during tunneling should be standard practice to reduce geological uncertainty and prevent unanticipated hazards. To complete a project on schedule and safely accurate evolution, analysis, and interpretation 作者: 看法等 時(shí)間: 2025-3-28 17:36 作者: 我正派 時(shí)間: 2025-3-28 22:09 作者: 注射器 時(shí)間: 2025-3-29 02:20
2366-259X thquake engineering and disaster management has been introduced in this book. The chapters appended in this book not only comprise detailed understanding of the responses of soil and structure under the implica978-981-99-0083-1978-981-99-0081-7Series ISSN 2366-259X Series E-ISSN 2366-2603 作者: 可行 時(shí)間: 2025-3-29 06:14
Earthquake Engineering and Disaster Mitigation978-981-99-0081-7Series ISSN 2366-259X Series E-ISSN 2366-2603 作者: 雄偉 時(shí)間: 2025-3-29 09:07
Ravi S. Jakka,Yogendra Singh,Bal Krishna MaheshwarPresents state-of-the-art practices on mitigation of seismic hazards.Includes novel methodologies to counter earthquake-related hazards.Provides an in-depth understanding of various earthquake-related作者: GROUP 時(shí)間: 2025-3-29 15:19
Springer Tracts in Civil Engineeringhttp://image.papertrans.cn/e/image/300891.jpg作者: 流逝 時(shí)間: 2025-3-29 19:37 作者: 遺忘 時(shí)間: 2025-3-29 23:02
Frank A. Paine,Heather Y. Paine 2D-resonance phenomenon) is very important for earthquake engineers for retrofitting the existing and economical design of new buildings as well as to take extra measures in designs if double resonance could not be avoided. The paper presents numerical simulations and computation of spectral amplif作者: 邪惡的你 時(shí)間: 2025-3-30 01:47 作者: 奇思怪想 時(shí)間: 2025-3-30 05:17 作者: 古文字學(xué) 時(shí)間: 2025-3-30 11:23 作者: Priapism 時(shí)間: 2025-3-30 15:19
A Handbook of Parenteral Nutritionionless Brahmaputra sandy soil. The shear modulus and damping ratio of the chosen soil are largely influenced by the loading frequencies of the two different testing types. Based on the strain-controlled and stress-controlled loading conditions, the loading frequency is found to influence the shear
