Building damage scenarios based on exploitation of Housner intensity derived from finite faults ground motion simulations

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11320%2F12%3A10123804" target="_blank" >RIV/00216208:11320/12:10123804 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1007/s10518-011-9309-8" target="_blank" >http://dx.doi.org/10.1007/s10518-011-9309-8</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/s10518-011-9309-8" target="_blank" >10.1007/s10518-011-9309-8</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Building damage scenarios based on exploitation of Housner intensity derived from finite faults ground motion simulations

Popis výsledku v původním jazyce

In this paper earthquake damage scenarios for residential buildings (about 4200 units) in Potenza (Southern Italy) have been estimated adopting a novel probabilistic approach that involves complex source models, site effects, building vulnerability assessment and damage estimation through Damage Probability Matrices. Several causative faults of single seismic events, with magnitude up to 7, are known to be close to the town. A seismic hazard approach based on finite faults ground motion simulation techniques has been used to identify the sources producing the maximum expected ground motion at Potenza and to generate a set of ground motion time histories to be adopted for building damage scenarios. Additionally, site effects, evaluated in a previous work through amplification factors of Housner intensity, have been combined with the bedrock values provided by hazard assessment. Furthermore, a new relationship between Housner and EMS-98 macroseismic intensity has been developed. This rel

Název v anglickém jazyce

Building damage scenarios based on exploitation of Housner intensity derived from finite faults ground motion simulations

Popis výsledku anglicky

In this paper earthquake damage scenarios for residential buildings (about 4200 units) in Potenza (Southern Italy) have been estimated adopting a novel probabilistic approach that involves complex source models, site effects, building vulnerability assessment and damage estimation through Damage Probability Matrices. Several causative faults of single seismic events, with magnitude up to 7, are known to be close to the town. A seismic hazard approach based on finite faults ground motion simulation techniques has been used to identify the sources producing the maximum expected ground motion at Potenza and to generate a set of ground motion time histories to be adopted for building damage scenarios. Additionally, site effects, evaluated in a previous work through amplification factors of Housner intensity, have been combined with the bedrock values provided by hazard assessment. Furthermore, a new relationship between Housner and EMS-98 macroseismic intensity has been developed. This rel

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

DC - Seismologie, vulkanologie a struktura Země

OECD FORD obor

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Projekt

—

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2012

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

BULLETIN OF EARTHQUAKE ENGINEERING

ISSN

1570-761X

e-ISSN

—

Svazek periodika

10

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

NL - Nizozemsko

Počet stran výsledku

29

Strana od-do

517-545

Kód UT WoS článku

000300850200008

EID výsledku v databázi Scopus

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