S. Bahadır Yüksel and Alptuğ Ünal
Experimental Behavior of Composite Shear Walls Having L Shape Steel Sections in Boundary Regions
747 - 752
2015
9
6
International Journal of Civil and Environmental Engineering
https://publications.waset.org/pdf/10002112
https://publications.waset.org/vol/102
World Academy of Science, Engineering and Technology
The Composite Shear Walls (CSW) with steel encased
profiles can be used as lateralload resisting systems for buildings
that require considerable large lateralload capacity. The aim of this
work is to propose the experimental work conducted on CSW having
L section folded plate (L shape steel madeup sections) as
longitudinal reinforcement in boundary regions. The study in this
paper present the experimental test conducted on CSW having L
section folded plate as longitudinal reinforcement in boundary
regions. The tested 13 geometric scaled CSW has aspect ratio of 3.2.
Lshape structural steel materials with 2L19x57x7mm dimensions
were placed in shear wall boundary zones. The seismic behavior of
CSW test specimen was investigated by evaluating and interpreting
the hysteresis curves, envelope curves, rigidity and consumed energy
graphs of this tested element. In addition to this, the experimental
results, deformation and cracking patterns were evaluated, interpreted
and suggestions of the design recommendations were proposed.
Open Science Index 102, 2015