Experimental Study and Numerical Investigation of Blockhaus Shear Walls Subjected to In-Plane Seismic Loads

Author:

Bedon Chiara1,Fragiacomo Massimo2,Amadio Claudio3,Sadoch Carlotta4

Affiliation:

1. Postdoctoral, Dept. of Architecture, Design and Urban Planning, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo n.6, 07041 Alghero, Italy (corresponding author).

2. Professor, Dept. of Architecture, Design and Urban Planning, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo n.6, 07041 Alghero, Italy.

3. Full Professor, Dept. of Engineering and Architecture, Univ. of Trieste, Piazzale Europa n.1, 34127 Trieste, Italy.

4. Rubner Haus AG SpA, Handwerkerzone n.4, 39030 Chienes, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Bedon C. Fragiacomo M. Amadio C. and Sadoch C. (2013). “Experimental and numerical investigation of ’Blockhaus’ shear walls under in-plane cyclic loads.” Proc. XV ANIDIS Conf. (CD-ROM) Padua Italy.

2. Branco J. and Araújo J. P. (2010). “Lateral resistance of log timber walls subjected to horizontal loads.” Proc. of WCTE 2010 (CD-ROM).

3. Structural behaviour of log timber walls under lateral in-plane loads

4. SOFIE project - 3D shaking table test on a seven-storey full-scale cross-laminated timber building

5. European Committee for Standardization (CEN). (2004a). “Eurocode 3—Design of steel structures—Part 1-1: General rules and rules for buildings.” EN 1993-1-1:2004 Brussels Belgium.

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