Seismic Behavior of Base Isolated Civil Protection Operative Center in Foligno, Italy

Author:

Clemente Paolo1ORCID,Di Cicco Antonio2,Saitta Fernando3ORCID,Salvatori Antonello4ORCID

Affiliation:

1. Research Director, Italian National Agency for New Technologies, Energy and Sustainable Economic Development, Casaccia Research Centre, ENEA, Via Anguillarese 301, Rome 00123, Italy (corresponding author). ORCID: .

2. Graduate Engineer, Dept. of Civil, Architectural and Environmental Engineering, Univ. of L’Aquila, Via Giovanni Gronchi 18, L’Aquila 67100, Italy.

3. Researcher, Italian National Agency for New Technologies, Energy and Sustainable Economic Development, Casaccia Research Centre, ENEA, Via Anguillarese 301, Rome 00123, Italy. ORCID: .

4. Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of L’Aquila, Via Giovanni Gronchi 18, L’Aquila 67100, Italy. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Significance of stiffening of high damping rubber bearings on the response of base-isolated buildings under near-fault earthquakes

2. Arias, A. 1970. “A measure of earthquake intensity.” In Seismic design of nuclear power plant, edited by R. Hansen. Cambridge, MA: MIT Press.

3. Bender, B., and D. M. Perkins. 1987. SEISRISK III: A computer program for seismic hazard estimation, 48. Washington, DC: USGS.

4. Transient and Long-Term Changes in Seismic Response of the Natural Resources Building, Olympia, Washington, due to Earthquake Shaking

5. Seismic isolation: past, present and the importance of SHM for the future

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