An empirical method to assess the seismic vulnerability of existing buildings using the HVSR technique

Pure and Applied Geophysics

Volumn 158, Issue 12, 2001, Pages 2635-2647

  Mucciarelli, M ^a   Contri, P ^b   Monachesi, G ^c   Calvano, G ^b   Gallipoli, M ^d  

^a UNIVERSITY OF BASILICATA   (Italy)

^b ISMES Istituto Sperimentale Modelli e Strutture   (Italy)

^c Osservatorio Geofisico Sperimentale di Macerata   (Italy)

^d CNR   (Italy)

Author keywords

HVSR; Microtremors; Microzonation; Umbria marche earthquake; Vulnerability

Indexed keywords

EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0035203855     PISSN: 00334553     EISSN: None     Source Type: Journal    
DOI: 10.1007/PL00001189     Document Type: Article

References (15)

1. Shaking table tests on Masonry buildings
2. A model to estimate the virgin and the ultimate effective stiffness from the response of a damaged structure to a single earthquake
3. A displacement-based approach for vulnerability evaluation of classes of buildings
4. Recent trends in the field of earthquake damage interpretation
5. Moment tensor analysis of the Central Italy earthquake sequence of September-October 1997
6. Amadeus 3.0: A new knowledge based system for the assessment of earthquake damaged buildings
7. Reliability and applicability range of the Nakamura's technique
8. A quick survey of local amplifications and their correlation with damage observed during the Umbro-Marchesan earthquake of September 26, 1997
9. The Bovec (Slovenia) earthquake, April 1998: A preliminary correlation among damage, ground motion amplification and building frequencies
10. In situ measurements of site effects and buildings dynamic behaviour related to damage observed during the 9/9/1998 earthquake in Southern Italy
11. A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface
12. Clear identification of fundamental idea of Nakamura's technique and his application
13. Detection and identification of soil structure interaction in buildings from vibration recordings
14. Seismic rehabilitation of framed buildings infilled with unreinforced masonry walls using post-tensioned steel braces