退潮
发表于 2025-3-23 11:35:59
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Dysplasia
发表于 2025-3-23 17:32:06
2366-3405 efaction. It is hoped that this book contributes to further advance the state of the art for the next-generation infrastructure. 978-3-030-34251-7978-3-030-34252-4Series ISSN 2366-3405 Series E-ISSN 2366-3413
宿醉
发表于 2025-3-23 19:35:36
Marcio Avelino de Medeiros,Moisés Antônio Costa Lemos
空气
发表于 2025-3-24 02:04:12
Ajay Kolekar,Anand B. Tapase,Y. M. Ghugal,B. A. Konnur
撤退
发表于 2025-3-24 03:25:00
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饰带
发表于 2025-3-24 07:07:34
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真
发表于 2025-3-24 11:20:48
Seismic Fragility Evaluation of Retrofitted Low-Rise RC Structures,tting and significantly improves the structure seismic fragility for all limit states. In addition, the results show that the most significant improvement is found for the collapse-prevention limit state where severe earthquakes are expected.
遭受
发表于 2025-3-24 15:28:24
Discussions About Tunnels Accidents Under Squeezing Rock Conditions and Seismic Behavior: Case Studehavior must be made for a better understanding of their behavior and critical deformations due to the loading imposed by the excavation. This paper discusses the lessons learned in tunnel constructions in regions where the squeezing rock phenomenon occurs and its complication in seismic zones. Ther
委派
发表于 2025-3-24 20:20:22
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出生
发表于 2025-3-25 00:13:28
,Assessment of Liquefaction Potential Index Using Deterministic and Probabilistic Approaches – A Castial study. Liquefaction potential index (LPI) is calculated at each borehole location from the obtained safety factor or the calculated probability of liquefaction. Spatial distribution of soil liquefaction potential is presented in form of contours maps of the (LPI) values for each considered meth