Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars

Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars

Abstract Coupled shear walls are efficient in resisting lateral forces induced by winds and earthquakes. However, it is difficult to construct coupled shear walls particularly because current design codes require complex reinforcing details within coupling beams. The objective of this study was to d...

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Bibliographic Details
Main Authors: Sang Whan Han, Jin-Wook Kang, Hyun-Woo Jee, Myoungsu Shin, Kihak Lee
Format: Article
Language:English
Published: SpringerOpen 2018-05-01
Series:International Journal of Concrete Structures and Materials
Subjects:
coupled shear wall
coupling beam
diagonal reinforcement
high-performance fiber-reinforced cementitious composite
Online Access:http://link.springer.com/article/10.1186/s40069-018-0271-6

Internet

http://link.springer.com/article/10.1186/s40069-018-0271-6

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