Research on the damage resilience model of a new steel-concrete inclined column transfer structure

Author:

Tang Sen1ORCID,Xie Zongyan2ORCID,Shen Bo1ORCID,Ma Kejian1ORCID,Zheng Tianhong1ORCID

Affiliation:

1. Guizhou University, China; Key Laboratory of Structural Engineering of Guizhou Province, China

2. China Railway Construction Real Estate Guizhou Co., Ltd, China

Publisher

FapUNIFESP (SciELO)

Reference26 articles.

1. Earthquake-induced shear concentration in shear walls above transfer structures;Su R.K.L.;Structural Design of Tall & Special Buildings,2009

2. Global stability analysis in reinforced concrete buildings with transfer beams;Pilz S.E.;Structures & Buildings,2019

3. Comparative analysis of mechanical properties in the core tube of frame with transfer layer between the solid-wed beam transfer and new type of inclined column transfer with shaped steel;Lu Z.A.;Materials Science and Engineering Conference Series,2018

4. Structural design and analysis of inclined column conversion at the bottom of a super high-rise building;Zhao S.L.;Journal of building structures,2020

5. Research on Design key points of Inclined column conversion of super tall structure;Hua H.Y.;Journal of building structures,2022

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