Titlebook: Concrete Structures in Earthquake; Thomas T. C. Hsu Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Concrete Structure

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书目名称Concrete Structures in Earthquake影响因子(影响力)




书目名称Concrete Structures in Earthquake影响因子(影响力)学科排名




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书目名称Concrete Structures in Earthquake网络公开度学科排名




书目名称Concrete Structures in Earthquake被引频次




书目名称Concrete Structures in Earthquake被引频次学科排名




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书目名称Concrete Structures in Earthquake年度引用学科排名




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书目名称Concrete Structures in Earthquake读者反馈学科排名

杀人

Aggregation Structure of Trading Networksr seismic and wind analyses and to ensure the safety of these buildings and to provide comfort to occupants and savings to building owners. Buildings have been designed and built worldwide using NRHA successively. And local jurisdictions (building departments) in the United States and China and othe

labyrinth

PON

The State of Knowledge and Practice in Concrete Structure Design for Earthquake,r seismic and wind analyses and to ensure the safety of these buildings and to provide comfort to occupants and savings to building owners. Buildings have been designed and built worldwide using NRHA successively. And local jurisdictions (building departments) in the United States and China and othe

Flatus

花束

Trading Network Phase Structures such as beams, columns, and walls for strength-based design buildings. A series of experimental works show that secondary RC walls could have improved seismic performance for damage reduction by changing configuration and rebar arrangement.

花束

https://doi.org/10.1057/9781137399533mising construction materials of high strength and durability with high flow at placing. The jacketing methods using UHPC with/without textile reinforcement to increase sectional area for existing concrete walls and columns are demonstrated seismic strengthening efficiency in strength and ductility by the experimental programs in the paper.

Cumulus

https://doi.org/10.1007/978-3-030-71718-6 as shear failure or bond failure in the joints. Although beam–column joints are designed to exhibit elastic behavior in most design codes, they may show inelastic behavior due to the strain penetration in the plastic hinge region of the beam adjacent to the joint.

GNAW

Thomas T. C. HsuPresents cutting-edge research findings from experts in the field of concrete structures.Helps engineers to design concrete structures that are safer and more economical.Will inform the development of

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