Structural behavior of steel-concrete partially encased composite columns containing demolished concrete lumps under axial compression

2019 ◽  
Vol 197 ◽  
pp. 109383 ◽  
Author(s):  
Bo Wu ◽  
Si-Min Jian ◽  
Xin-Yu Zhao
2016 ◽  
Vol 20 (6) ◽  
pp. 1305-1322 ◽  
Author(s):  
Margot F. Pereira ◽  
Silvana De Nardin ◽  
Ana L.H.C. El Debs

2020 ◽  
Vol 164 ◽  
pp. 105765 ◽  
Author(s):  
Binglin Lai ◽  
J.Y. Richard Liew ◽  
Akshay Venkateshwaran ◽  
Shan Li ◽  
Mingxiang Xiong

2002 ◽  
Vol 128 (3) ◽  
pp. 279-288 ◽  
Author(s):  
Thierry Chicoine ◽  
Robert Tremblay ◽  
Bruno Massicotte ◽  
James M. Ricles ◽  
Le-Wu Lu

2013 ◽  
Vol 48 (4) ◽  
pp. 1075-1093 ◽  
Author(s):  
Togay Ozbakkaloglu ◽  
Butje Alfonsius Louk Fanggi

2013 ◽  
Vol 405-408 ◽  
pp. 952-957
Author(s):  
Ying Zi Yin ◽  
Yan Zhang ◽  
Gen Tian Zhao

Abstract:In order to study Force Performance of new column, the paper describes and presents the results of nine stub-column tests performed on partially encased composite columns made with welded H-section steel. The test studies effect of column about ultimate strength in s steel ratio, wide-thickness ratio of wing, Space of Horizontal bar. Through anglicizing, ultimate strength of short column under axial compression in different steel ratio; influenced factors of ultimate strength of short column and directly effected column about ultimate strength.


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