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

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