Source: Modern Prestressing Techniques and Their Applications: Proceedings. Conference titles: Fip Symposium. Unidade: EP
Subjects: PONTES DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
ISHITANI, Hideki et al. Camber diagram in prestressed concrete segmental bridges: the deflection calculation by finite element method , an actual application. 1993, Anais.. Tokyo: Japan Prestressed Concrete Engineering Association, 1993. . Acesso em: 26 set. 2024.APA
Ishitani, H., Diogo, L. A. C., Uono, T., & Oyamada, R. N. (1993). Camber diagram in prestressed concrete segmental bridges: the deflection calculation by finite element method , an actual application. In Modern Prestressing Techniques and Their Applications: Proceedings. Tokyo: Japan Prestressed Concrete Engineering Association.NLM
Ishitani H, Diogo LAC, Uono T, Oyamada RN. Camber diagram in prestressed concrete segmental bridges: the deflection calculation by finite element method , an actual application. Modern Prestressing Techniques and Their Applications: Proceedings. 1993 ;[citado 2024 set. 26 ]Vancouver
Ishitani H, Diogo LAC, Uono T, Oyamada RN. Camber diagram in prestressed concrete segmental bridges: the deflection calculation by finite element method , an actual application. Modern Prestressing Techniques and Their Applications: Proceedings. 1993 ;[citado 2024 set. 26 ]
