scholarly journals Seismic behaviour of reinforced concrete columns mixed with steel fibres and aeolian sand

Author(s):  
Yaohong Wang ◽  
Qi Chu ◽  
Qing Han ◽  
Zeping Zhang ◽  
Xiaoyan Ma
2020 ◽  
Vol 9 (1) ◽  
pp. 94-107
Author(s):  
Savu Adrian-Alexandru

Abstract The purpose of the current paper is to raise awareness on the behaviour of rectangular reinforced concrete columns with disproportionate cross-section dimensions subjected to compression and biaxial bending, considering the fact that in the current structural design process, the design of columns is usually done with respect to each of the two principal directions without considering their combined effect. The paper is based on a case study regarding a building that is currently in the design phase, in which to obtain a correct seismic behaviour, rectangular columns with disproportionate cross-section dimensions were used. The design of both the building and the columns follows the Romanian seismic design codes (“P100-1/2013 - Seismic design code - Part 1 - Design provisions for buildings” and “SR-EN 1998/2004 - Design of structures for earthquake resistance”). Results were compared and conclusions were drawn based on the interaction curves and interaction surfaces computed with expressions from specialized literature and sectional analysis software.


1991 ◽  
Vol 7 (3) ◽  
pp. 439-459 ◽  
Author(s):  
M. Rodriguez ◽  
R. Park

This paper summarizes a review of the literature on the repair and strengthening of reinforced concrete buildings in seismic areas, with emphasis on the repair and strengthening of reinforced concrete columns. In particular, experimental and analytical investigations are described which provide information on the strength, ductility, and seismic behaviour of reinforced concrete columns repaired and strengthened by jacketing with or without added longitudinal reinforcement placed through the floor structure.


2022 ◽  
Vol 250 ◽  
pp. 113388
Author(s):  
Bingyan Wu ◽  
Guangjun Sun ◽  
Hongjing Li ◽  
Shengyu Wang

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