Experimental study on the seismic behavior of RC columns improved with central large-diameter butted steel rods
Author:
Affiliation:
1. Guizhou University, China; Key Laboratory of Structural Engineering of Guizhou Province, China
2. No.6 company of China Construction Fourth Engineering Bureau, China
3. Bureau of Housing and Urban-Rural Development of Wudang District, China
Publisher
FapUNIFESP (SciELO)
Subject
Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering
Link
http://www.scielo.br/scielo.php?script=sci_pdf&pid=S1679-78252022000600504&tlng=en
Reference30 articles.
1. Earthquake Resistant Properties of Core Steel Composite Columns;Sakai J.,2000
2. Composite Steel Reinforced Concrete Column Under Axial and Seismic Loads: A Review;Mostafa M.M.A.;International Journal of Steel Structures,2019
3. Development of a new steel section for reinforcing of steel-reinforced concrete-filled steel tubular columns;Farajpourbonab E.;Structural Concrete,2019
4. Elastic flexural rigidity of steel-concrete composite columns;Denavit M.D.;Engineering Structures,2018
5. Optimized seismic retrofit of steel-concrete composite buildings;Papavasileiou G.S.;Engineering Structures,2020
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