Lapping Pattern, Stock Length, and Shop Drawing of Beam Reinforcements of an RC Building

2015 ◽  
Vol 29 (1) ◽  
pp. 04014028 ◽  
Author(s):  
Yung-Hsiang Chen ◽  
Tun-Kai Yang
Keyword(s):  
Rc Building ◽  
Shop Drawing

Moment Curvature Characteristics for Structural Elements of RC Building

2014 ◽  
Vol 2 (1) ◽  
pp. 13-29 ◽  
Author(s):  
Ravi Kumar C M ◽  
Vimal Choudhary ◽  
K S Babu Narayan ◽  
D. Venkat Reddy
Keyword(s):  
Structural Elements ◽  
Rc Building

Tests and analysis of RC building, with or without masonry infills, for instant column loss

2019 ◽  
Vol 193 ◽  
pp. 57-67
Author(s):  
Nikos Stathas ◽  
Ioannis Karakasis ◽  
Elias Strepelias ◽  
Xenfon Palios ◽  
Stathis Bousias ◽  
...  
Keyword(s):  
Masonry Infills ◽  
Rc Building

Application of bidirectional ground motion on existing RC building for seismic loss analysis

2020 ◽  
Author(s):  
Maria Zucconi ◽  
Marco Bovo ◽  
Fabio Romano ◽  
Barbara Ferracuti
Keyword(s):  
Ground Motion ◽  
Loss Analysis ◽  
Seismic Loss ◽  
Rc Building

BEHAVIOR OF RC BUILDING COLUMNS UNDER CYCLIC LOADING: EXPERIMENTAL STUDY

2012 ◽  
Vol 06 (04) ◽  
pp. 1250026 ◽  
Author(s):  
HUGO RODRIGUES ◽  
ANTONIO ARÊDE ◽  
HUMBERTO VARUM ◽  
ANIBAL COSTA
Keyword(s):  
Damage Index ◽  
Physical Damage ◽  
Uniaxial Test ◽  
Experimental Campaign ◽  
Simplified Method ◽  
Rc Building ◽  
Global Deformation ◽  
Result Analysis ◽  
Rectangular Columns ◽  
Test Result

An experimental campaign is underway in order to understand the behavior of rectangular columns under uniaxial and biaxial flexure. The present paper addresses the initial part of that campaign, by reporting on two columns tested under uniaxial bending in one horizontal direction and then submitted to another uniaxial test in the other direction. The test result analysis focuses on the contributions of flexure, shear and slip components to the global deformation. The experimental results were compared with a simplified method for column response. The Park and Ang damage index is calculated and compared with the physical damage observed.

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