A numerical analysis of seismic retrofitting effect on reinforced concrete piers by using PCM shotcrete method

Memoirs of the Faculty of Engineering, Kyushu University

Volumn 67, Issue 3, 2007, Pages 85-94

  Amiruddin, A Arwin ^a   Hino, Shinichi ^a   Yamaguchi, Kohei ^a   Nakamura, Satoru ^b  

^a Department of Urban and Environmental Engineering ^*

^b Satobenec Inc   (Japan)

Author keywords

Polymer cement mortar (PCM) shotcrete method; Reinforced concrete piers; Seismic retrofitting

Indexed keywords

ECONOMIC ANALYSIS; FINITE ELEMENT METHOD; LOAD LIMITS; NUMERICAL METHODS; REINFORCED CONCRETE; SEISMIC RESPONSE; THREE DIMENSIONAL;

NUMERICAL BEHAVIOR; POLYMER CEMENT MORTAR; REINFORCED CONCRETE PIERS; SEISMIC RETROFITTING;

PIERS;

ECONOMIC ANALYSIS; FINITE ELEMENT METHOD; LOAD LIMITS; NUMERICAL METHODS; PIERS; REINFORCED CONCRETE; SEISMIC RESPONSE; THREE DIMENSIONAL;

BRIDGE; CEMENT; NUMERICAL MODEL; REINFORCED CONCRETE; SEISMIC RETROFIT; SHOTCRETE;

EID: 34648843337     PISSN: None     EISSN: 1880148X     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Saadatmanesh H, Ehsani MR., Strengthened Ductility of Concrete Columns Externally Reinforced with Fiber Composite Straps. ACI Structural Journal;91 (4):434-47 (1994).
2. Z. S. Wu, D. C. Zhang, V. M. Karbhari, Numerical Simulation on Seismic Retrofitting Performance of Reinforced Concrete Columns Strengthened with FRP Sheets, (2007).
3. Manual Book of Lusas developed program.
4. Japan Load Association; Specifications for Highway Bridges PART V; Seismic Design (2003).
5. Core B., Michael Long, Analysis of Rotational Column with Plastic Hinge, Rice University and Bates College, (2004).
6. Hino S., Yamaguchi K., Experimental Research on RC Pier with Earthquake-proof Reinforcement Using PCM, Final Report, (2007).