Titlebook: Innovative Solutions for Soil Structure Interaction; Proceedings of the 3 Hany El-Naggar,Khalid El-Zahaby,Hany Shehata Conference proceedin

退潮

Dysplasia

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

Marcio Avelino de Medeiros,Moisés Antônio Costa Lemos

空气

Ajay Kolekar,Anand B. Tapase,Y. M. Ghugal,B. A. Konnur

撤退

饰带

真

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

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

出生

,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