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110<br />

Marcela de Arruda Fabrizzi & Roberto Martins Gonçalves<br />

7 REFERÊNCIAS<br />

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (1994). AISC-LFRD – Load<br />

and resistance resistence design. Chicago<br />

AMERICAN SOCIETY OF CIVIL ENGINEERS – ASCE (1997). Effective Length and<br />

Notional Load Approaches for Assessing Frame Stability: implications for<br />

American steel design. By the Task Comitee on Effective Length. New York.<br />

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS (1986). NBR 8800 – Projeto e<br />

execução de estruturas de aço de edifícios. Rio de Janeiro.<br />

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS (2003). NBR 6118 – Projeto<br />

de estruturas de concreto - Procedimento. Rio de Janeiro.<br />

BRITISH STANDARD INSTITUTION (1979). BS 5400 – Steel, concrete and<br />

composite bridges. Parte 5: Code of practice for design of composite bridges.<br />

Londres.<br />

BRITISH STANDARD INSTITUTION (1990). BS 5950 – Structural use of steelwork<br />

in building. Parte 3: Section 3.1: Code of practice for design of simple and<br />

continuous composite beams. Londres.<br />

EUROCODE 4 (2004 draft of prEN 1994-1-1) – Design of Composite Steel and<br />

Concrete Structures. Parte 1-1: General rules for buildings. Bruxelas.<br />

FABRIZZI, M. A. (2007). Contribuição para o projeto e dimensionamento de<br />

edifícios de múltiplos andares com elementos estruturais mistos aço-concreto.<br />

São Carlos. Dissertação (Mestrado) – Escola de Engenharia de São Carlos –<br />

Universidade de São Paulo.<br />

Cadernos de Engenharia de Estruturas, São Carlos, v. 10, n. 46, p. 91-110, 2008

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