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Titlebook: Earthquake Engineering and Disaster Mitigation; Contributions in the Ravi S. Jakka,Yogendra Singh,Bal Krishna Maheshwar Book 2023 Indian So

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樓主: patch-test
21#
發(fā)表于 2025-3-25 06:45:52 | 只看該作者
22#
發(fā)表于 2025-3-25 08:18:31 | 只看該作者
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.
23#
發(fā)表于 2025-3-25 14:24:54 | 只看該作者
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.
24#
發(fā)表于 2025-3-25 19:40:02 | 只看該作者
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
25#
發(fā)表于 2025-3-25 20:16:01 | 只看該作者
26#
發(fā)表于 2025-3-26 03:30:28 | 只看該作者
27#
發(fā)表于 2025-3-26 07:57:55 | 只看該作者
28#
發(fā)表于 2025-3-26 12:10:13 | 只看該作者
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
29#
發(fā)表于 2025-3-26 13:16:39 | 只看該作者
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
30#
發(fā)表于 2025-3-26 17:25:33 | 只看該作者
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