The importance of ambient and forced vibration measurements for the results of seismic performance assessment of buildings obtained by using a simplified non-linear procedure: case study of an old masonry building

Author:

Snoj J.,Österreicher M.,Dolšek M.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference49 articles.

1. Blaumoser N, Österreicher M (2010) VibroScan—vibration generator—Mertz M10/601. Technical study, iC Consulenten, Vienna

2. Bosiljkov V, Totoev YZ, Nichols JM (2005) Shear modulus and stiffness of brickwork masonry: an experimental perspective. Struct Eng Mech 20:21–43

3. Bosiljkov V, Uranjek M, Žarnić R, Bokan-Bosiljkov V (2010) An integrated diagnostic approach for the assessment of historic masonry structures. J Cult Herit 11:239–249

4. CEN (1998) Methods of test for masonry-part 1: determination of compressive strength, EN 1052–1. European Committee for Standardisation, Brussels

5. CEN (2004) Eurocode 8: design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings, EN 1998–1. European Committee for Standardisation, Brussels

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