Effect of transverse reinforcement on ductility and failure mode of RC bridge piers subject to earthquake motion. Nonlinear 3D finite element

Faculty of Engineering

Assiut University

Effect of transverse reinforcement on ductility and failure mode of RC bridge piers subject to earthquake motion. Nonlinear 3D finite element

Research Authors
Khairy Hassan , Machida, A
Research Member
Khairy Hassan Abdel Karim ElDabh
Research Department
Civil Engineering Department
Research Year
1998
Research Journal
EASEC-6 International conference Taipei, Taiwan
Research Rank
3
Research_Pages
pp. 592 - 596