Application of PP-ECC in beam–column joint connections of rigid-framed railway bridges to reduce transverse reinforcements

Author:

Zhang Rui,Matsumoto Koji,Hirata Takayoshi,Ishizeki Yoshikazu,Niwa Junichiro

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

1. Seismic behavior and shear strength of framed joint using steel-fiber reinforced concrete;Tang;ASCE J Struct Eng,1992

2. Seismic performance of code-designed fiber-reinforced concrete joints;Filiatrault;ACI Struct J,1994

3. Seismic behavior of steel-fiber reinforced concrete interior beam–column joints;Filiatrault;ACI Struct J,1995

4. Reduction of lateral reinforcement in seismic beam–column connection via application of steel fibers;Bayasi;ACI Struct J,2002

5. Application of steel fibers in beam–column joints of rigid-framed railway bridges to reduce longitudinal and shear rebars;Shakya;Constr Build Mater,2012

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