Permanent
发表于 2025-3-25 05:44:36
http://reply.papertrans.cn/59/5878/587711/587711_21.png
CESS
发表于 2025-3-25 08:18:00
978-981-15-9986-6The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
种族被根除
发表于 2025-3-25 14:25:43
Local Site Effects and Ground Failures978-981-15-9984-2Series ISSN 2366-2557 Series E-ISSN 2366-2565
和音
发表于 2025-3-25 17:14:13
http://reply.papertrans.cn/59/5878/587711/587711_24.png
TSH582
发表于 2025-3-25 23:15:37
http://reply.papertrans.cn/59/5878/587711/587711_25.png
antidote
发表于 2025-3-26 03:17:14
http://reply.papertrans.cn/59/5878/587711/587711_26.png
concise
发表于 2025-3-26 05:39:15
Soil Amplification Study for Kalyani Region, Kolkata, are prone to amplifying ground motions and (ii) to analytically evaluate amplification ratio using computer program for earthquake site response analysis. Peak ground acceleration at different depth is calculated for all the selected six sites with the help of soil profile. For this purpose, one-di
表示问
发表于 2025-3-26 11:36:49
http://reply.papertrans.cn/59/5878/587711/587711_28.png
迁移
发表于 2025-3-26 16:17:44
Nonlinear Soil Amplification Models for a Moderately Active Seismic Zone in India,inearity are the factors influencing the local site response. The important parameter in assessing the site response is the “amplification factor,” which is usually correlated to Shear Wave velocity in the top 30 m (Vs.). Though using V. as an index for amplification is simple and robust, it is not
construct
发表于 2025-3-26 16:55:10
Prediction of Future Surface PGA in the States of Indo-Gangetic Basin Considering Site Specific Stuegion, major earthquake damages have been reported in the past. Several attempts have been made for different site response studies and estimation of earthquake risk in the region. However, most of them consider only shallow soil information < 50 m and available ground motions. Present study attempt