Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling

Author:

Gara Fabrizio1,Carbonari Sandro2ORCID,Roia Davide3,Balducci Alessandro4,Dezi Luigino1

Affiliation:

1. Full Professor, Dept. of Construction, Civil Engineering and Architecture, Università Politecnica delle Marche, Via Brecce Bianche, 60131 Ancona, Italy.

2. Assistant Professor, Dept. of Construction, Civil Engineering and Architecture, Università Politecnica delle Marche, Via Brecce Bianche, 60131 Ancona, Italy (corresponding author). ORCID: .

3. Adjunct Professor, Dept. of Economy, Science and Law, Univ. of San Marino, Via Consiglio dei Sessanta, 47891 Dogana, Republic of San Marino.

4. Engineer, SeiTec Seismotechnologies S.r.l., Via di Passo Varano 306 B, 60131 Ancona, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference45 articles.

1. Allemang R. J. and D. L. Brown. 1982. “A correlation coefficient for modal vector analysis.” In Proc. 1st Int. Modal Analysis Conf. 110–115. Schenectady NY: Union College.

2. Antonacci E. G. C. Beolchini F. Di Fabio and V. Gattulli. 2001. “Retrofitting effects on the dynamic behaviour of S.Maria di Collemaggio.” Trans. Modell. Simul. 30 (1): 479–488. https://doi.org/10.2495/CMEM010471.

3. Influence of the construction process and nonstructural components on the modal properties of a five‐story building

4. Instrumentation and system identification of a typical school building in Istanbul

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