Remarks on the slip modulus of nailed connections for linear analysis of plywood timber beams

Author:

Mascia Nilson Tadeu,Santana Claudia Lucia de Oliveira

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Composite beam-columns with interlayer slip – exact analysis;Girhammar;J Struct Eng,1993

2. European Committee for Standardization. prEN 1995-1-1. EUROCODE 5; design of timber structures – part 1-1: General rules and rules for buildings. Brussels, Belgium; 2003.

3. Kreuzinger H. Mechanically jointed beams and columns. In: Blass HJ et al., editors. Timber engineering – step 1. Almere (Netherlands): Centrum Hout; 1995. p. B11-1–8.

4. Santana CLO, Mascia NT. Stiffness of nailed connections in wooden beams. In: Proceedings of the 5th world conference on timber engineering, vol. 1, Montreux, Switzerland; August 1998. p. 810–1.

5. Johansen KW. Theory of timber connections. Bern (Switzerland): International Association of Bridge and Structural Engineering; 1949 [Publ. 9].

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