21.08.2013 Views

análise numérica da ancoragem em ligações do tipo viga-pilar de ...

análise numérica da ancoragem em ligações do tipo viga-pilar de ...

análise numérica da ancoragem em ligações do tipo viga-pilar de ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Referências<br />

CEB-FIB mo<strong>de</strong>l co<strong>de</strong> 1990: final draft. (1991). CEB Bulletin D’Information, Paris,<br />

n.203-205, July.<br />

CUNHA, A.J.P.; SOUZA, V.C.M. (1994). Lajes <strong>em</strong> concreto arma<strong>do</strong> e protendi<strong>do</strong>.<br />

Niterói: EDUFF.<br />

FERNANDES, R.M. (2000). A influência <strong>da</strong>s ações repeti<strong>da</strong>s na a<strong>de</strong>rência açoconcreto.<br />

155p. Dissertação (Mestra<strong>do</strong>) – Escola <strong>de</strong> Engenharia <strong>de</strong> São Carlos,<br />

Universi<strong>da</strong><strong>de</strong> <strong>de</strong> São Paulo, São Carlos, 2000.<br />

FERNANDES, R.M.; DEBS, A.L.H. (2000). A influência <strong>da</strong>s ações repeti<strong>da</strong>s na<br />

a<strong>de</strong>rência aço-concreto. In: JORNADAS SUDAMERICANAS DE INGENIERÍA<br />

ESTRUCTURAL, 29., 2000, Punta <strong>de</strong>l Este. M<strong>em</strong>órias... Montevi<strong>de</strong>o: Instituto <strong>de</strong><br />

Estructuras y Transporte/Facul<strong>da</strong>d <strong>de</strong> Ingenieria/Universi<strong>da</strong>d <strong>de</strong> la Republica, 2000. 1<br />

CD-ROM.<br />

FIGUEIRAS, J.A. (1983). Ultimate load analysis of anisotropic and reinforced<br />

concrete plates and shells. Ph.D.Thesis - Department of Civil Engineering, University<br />

of College of Swansea, Swansea, 1983.<br />

FIORIN, E. (1998). Arranjos <strong>de</strong> armaduras <strong>em</strong> estruturas <strong>de</strong> concreto arma<strong>do</strong>. 248p.<br />

Dissertação (Mestra<strong>do</strong>) – Escola <strong>de</strong> Engenharia <strong>de</strong> São Carlos, Universi<strong>da</strong><strong>de</strong> <strong>de</strong> São<br />

Paulo, São Carlos, 1998.<br />

FUSCO, P.B. (1995). Técnica <strong>de</strong> armar as estruturas <strong>de</strong> concreto. São Paulo: Pini.<br />

GIONGO, J.S. (2004). Concreto arma<strong>do</strong>: <strong>ancorag<strong>em</strong></strong> por a<strong>de</strong>rência. São Carlos:<br />

EESC-USP. Apostila.<br />

GIONGO, J.S.; TOTTI JR., F. (1994). Concreto arma<strong>do</strong>: resistência <strong>de</strong> el<strong>em</strong>entos<br />

fleti<strong>do</strong>s submeti<strong>do</strong>s à força cortante. São Carlos: EESC-USP.<br />

GOTO, Y. (1971). Cracks formed in concrete around <strong>de</strong>formed tension bars. Journal<br />

of the American Concrete Institute, New York, v.68, n.4, p.244-251, Apr.<br />

HEGGER, J.; SHERIF, A.; ROESER, W. (2003). Nonseismic <strong>de</strong>sign of beam-column<br />

joints. ACI Structural Journal, Detroit, v.100, n.5, p.654-664, Sept./Oct.<br />

INSTITUTO BRASILEIRO DO CONCRETO (2003). Prática recomen<strong>da</strong><strong>da</strong><br />

IBRACON: comentários técnicos NB-1. NBR 6118:2003 – Projeto <strong>de</strong> estruturas <strong>de</strong><br />

concreto – procedimento. São Paulo. (Comitê Técnico – CT 301)<br />

HRIBAR, J.A.; VASKO, R.C. (1969). End anchorage of high strength steel reinforcing<br />

bars. Journal of the American Concrete Institute, Detroit, v.66, n.11, p.875-883, Nov.<br />

KUCHMA, D.A.; TJHIN, T.N. (2002). Designing discontinuity regions in structural<br />

concrete with computer-based strut-and-tie metho<strong>do</strong>logy. Transportation Research<br />

Record, Washington, n.1814, p.72-82.<br />

130

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!