mriqfjofphppbppbkqlcriqroi ebofqdbplkovrfiafkd ... · nsu= lif=es kf=tim==éçrtan=çfficien=ec...

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NSUO SWrucWural Analysis of HisWorical ConsWrucWions – Jerzy Jasieńko (ed) © 2012 DPNH ProcławH PolandH ISSN 0860-2395H ISBN 978-83-7125-216-7 MriqfJofph AppbppMbkq lc A CriqroAi ebofqAdb MAplkov Brfiafkd prBgbCqba ql Blqe bAoqenrAhb Aka sliCAkfC qeobAqp culvio marisi N I kicola Augenti O ABpqoACq barthquake érçtectiçn çf cultural heritage buildings is a érimary task in ftaly. keverthelessI a large éart çf the ftalian territçry is alsç affected by çther kinds çf natural hazards which shçuld be cçnsidered in risk assessment érçcedures. qhe area surrçunding jt. sesuvius Epçuthern ftalyF is an emblematic case study fçr the high risk level related tç bçth vçlcanic and tectçnic earthquake hazards. qhis multiJrisk envirçnment makes that area çne çf the mçst mçnitçred regiçns all çver the wçrld. fn this éaéer the multiJrisk assessment çf a NT th Century mçnumental masçnry building subjected tç bçth earthquake and vçlcanic threats is éresented. qhe building is lçcated in qçrre del drecçI a tçwn clçse tç jt. sesuvius with the highest exéçsure level in terms çf inhabitants. Accçrding tç the emergency management élan develçéed by the ftalian aeéartment çf Civil mrçtectiçnI a scenariçJ based risk assessment was carried çut fçr the cultural heritage building. qhe fçllçwing scenariçs were cçnsideredW ENF a subJmlinian eruétiçn like that çf NSPNX and EOF a tectçnic earthquake accçrding tç the ftalian seismic hazard maé. fn the first scenariçI the building structural éerfçrmance was assessed underW highJintensity vertical rççf lçads accçrding tç an ash fall hazard mçdelX and hçrizçntal éressures and highJteméerature material degradatiçnI caused by éyrçclastic and lava flçws çn éeriéheral masçnry walls. fn the secçnd scenariçI static éushçver analysis was éerfçrmed under cçdeJ based gravity lçads. Analysis results led tç identify hazard sçurces inducing lack çf safety and strengthening methçds fçr multiJrisk éreservatiçn çf the building. heywordsW Built Cultural eeritageI MultiJoisk AssessmentI peismic eazardI solcanic eazard NK fkqolarCqflk Cultural heritage buildings lçcated in ftaly are subjected tç several tyées çf natural hazards which call fçr multiJrisk assessment EjoAF érçcedures. dçvernment and lçcal authçrities ask fçr such érçcedures in çrder tç rank risks and tç define effective lçss éreventiçn strategies by investing mçney where séecific risk threshçlds are exceeded. qhis is alsç relevant fçr çther regiçns çf the wçrld where aéérçximately half billiçn éeçéle is subjected tç several hazard sçurces and live in denselyJéçéulated tçwns Ee.g.I qçkyçI jexicç CityI peattleI vçkçhamaI kaélesF. fn the field çf earthquake engineeringI a significant knçwledge advance has been reached çn nçnlinear seismic reséçnse éredictiçn and strengthening çf existing cçnstructiçns thrçugh natiçnal and internatiçnal research érçjects. A great cçdificatiçn effçrt has been éaid in ftaly tç érçvide the new ftalian building cçde Ef_CF xNz and its Cçmmentary xOzI which include nçt çnly a refined seismic hazard assessmentI but alsç séecific criteria fçr éerfçrmanceJbased assessment Em_AF çf existing cçnstructiçns accçrding tç burçcçde U EbCUF xPz. oecentlyI ftalian guidelines çn seismic risk assessment and reductiçn çf cultural heritage EfdCeF have been éassed by the ftalian Cçuncil çf jinisters x4z. puch guidelines érçvide criteria fçr knçwledge acquisitiçnI analysisI safety verificatiçnsI and alsç strengthening çf histçrical cçnstructiçns. A large number çf these cçnstructiçns N mçstJaçc cellçwI rniversity çf kaéles cedericç ffI aeét. çf ptructural bngineeringI fulviç.éarisi]unina.it O Assçciate mrçfessçrI rniversity çf kaéles cedericç ffI aeét. çf ptructural bngineeringI augenti]unina.it

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Page 1: MriqfJofphppbppbkqlcriqroi ebofqdbplkovrfiafkd ... · NSU= lif=Es kF=tim==éçrtan=çfficien=EC rF=ç==structure=f==wi=éerfçrmanJ= earthqua=engineeri=çeéI=m so =change=wit==i==ç=tere=iç=méficatiç=

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SWrucWural Analysis of HisWorical ConsWrucWions – Jerzy Jasieńko (ed) © 2012 DPNH ProcławH PolandH ISSN 0860-2395H ISBN 978-83-7125-216-7

MriqfJofph AppbppMbkq lc A CriqroAi ebofqAdb MAplkov Brfiafkd prBgbCqba ql Blqe bAoqenrAhb Aka sliCAkfC qeobAqp culvio marisiNI kicola AugentiO ABpqoACq barthquake=érçtectiçn=çf=cultural=heritage=buildings= is= a= érimary= task= in=ftaly.=keverthelessI= a= large=éart= çf= the= ftalian= territçry= is= alsç= affected= by= çther= kinds= çf= natural= hazards= which= shçuld= be=cçnsidered= in=risk=assessment= érçcedures.=qhe=area= surrçunding=jt.=sesuvius=Epçuthern=ftalyF= is= an=emblematic=case=study=fçr=the=high=risk=level=related=tç=bçth=vçlcanic=and=tectçnic=earthquake=hazards.=qhis=multiJrisk=envirçnment=makes=that=area=çne=çf=the=mçst=mçnitçred=regiçns=all=çver=the=wçrld.=fn=this =éaéer =the=multiJrisk=assessment =çf =a =NTth=Century=mçnumental=masçnry=building=subjected=tç=bçth=earthquake=and=vçlcanic=threats=is=éresented.=qhe=building=is=lçcated=in=qçrre=del=drecçI=a=tçwn=clçse= tç= jt.= sesuvius= with= the= highest= exéçsure= level= in= terms= çf= inhabitants.= Accçrding= tç= the=emergency= management= élan= develçéed= by= the= ftalian= aeéartment= çf= Civil= mrçtectiçnI= a= scenariçJbased=risk=assessment=was=carried=çut=fçr=the=cultural=heritage=building.=qhe=fçllçwing=scenariçs=were=cçnsideredW=ENF=a=subJmlinian=eruétiçn=like=that=çf=NSPNX=and=EOF=a=tectçnic=earthquake=accçrding=tç=the=ftalian= seismic= hazard= maé.= fn= the= first= scenariçI= the= building= structural= éerfçrmance= was= assessed=underW= highJintensity= vertical= rççf= lçads= accçrding= tç= an= ash= fall= hazard= mçdelX= and= hçrizçntal=éressures= and= highJteméerature= material= degradatiçnI= caused= by= éyrçclastic= and= lava= flçws= çn=éeriéheral=masçnry=walls.=fn=the=secçnd=scenariçI=static=éushçver=analysis=was=éerfçrmed=under=cçdeJbased= gravity= lçads.= Analysis= results= led= tç= identify= hazard= sçurces= inducing= lack= çf= safety= and=strengthening=methçds=fçr=multiJrisk=éreservatiçn=çf=the=building.= heywordsW Built Cultural eeritageI MultiJoisk AssessmentI peismic eazardI solcanic eazard NK fkqolarCqflk =Cultural=heritage=buildings=lçcated=in=ftaly=are=subjected=tç=several=tyées=çf=natural=hazards=which=call=fçr= multiJrisk= assessment= EjoAF= érçcedures.= dçvernment= and= lçcal= authçrities= ask= fçr= such=érçcedures=in=çrder=tç=rank=risks=and=tç=define=effective=lçss=éreventiçn=strategies=by=investing=mçney=where=séecific=risk=threshçlds=are=exceeded.=qhis=is=alsç=relevant=fçr=çther=regiçns=çf=the=wçrld=where=aéérçximately=half=billiçn=éeçéle=is=subjected=tç=several=hazard=sçurces=and=live=in=denselyJéçéulated=tçwns=Ee.g.I=qçkyçI=jexicç=CityI=peattleI=vçkçhamaI=kaélesF.=fn=the=field=çf=earthquake=engineeringI=a=significant=knçwledge=advance=has=been=reached=çn=nçnlinear=seismic= reséçnse= éredictiçn= and= strengthening= çf= existing= cçnstructiçns= thrçugh= natiçnal= and=internatiçnal= research= érçjects.= A=great= cçdificatiçn= effçrt= has= been=éaid= in= ftaly= tç=érçvide= the= new=ftalian= building= cçde= Ef_CF= xNz= and= its= Cçmmentary= xOzI= which= include= nçt= çnly= a= refined= seismic=hazard= assessmentI= but= alsç= séecific= criteria= fçr= éerfçrmanceJbased= assessment= Em_AF= çf= existing=cçnstructiçns= accçrding= tç= burçcçde= U= EbCUF= xPz.= oecentlyI= ftalian= guidelines= çn= seismic= risk=assessment= and= reductiçn= çf= cultural= heritage= EfdCeF= have= been= éassed= by= the= ftalian= Cçuncil= çf=jinisters= x4z.= puch= guidelines= érçvide= criteria= fçr= knçwledge= acquisitiçnI= analysisI= safety=verificatiçnsI=and=alsç=strengthening=çf=histçrical=cçnstructiçns.=A=large=number=çf=these=cçnstructiçns=

================================================N=mçstJaçc=cellçwI=rniversity=çf=kaéles=cedericç=ffI=aeét.=çf=ptructural=bngineeringI=fulviç.éarisi]unina.it=O=Assçciate=mrçfessçrI=rniversity=çf=kaéles=cedericç=ffI=aeét.=çf=ptructural=bngineeringI=augenti]unina.it=

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are= lçcated= in= the= area= surrçunding= jçunt= sesuvius= Epçuthern= ftalyFI= which= is= çne= çf= the= mçst=mçnitçred=regiçns=all=çver=the=wçrld=because=çf=high=exéçsure.=pince=several=hazards=threaten=the=built=envirçnment=in=that=areaI=éçliticians=and=decisiçn=makers=have=stimulated=scientists=tç=éerfçrm=joA.=qhis =éaéer =éresents =joA =çf =a =NTth= Century= mçnumental= masçnry= building= subjected= tç= bçth=earthquake=and=vçlcanic=threats.=joA=was=carried=çut= in=the=fçrm=çf=scenariçJbased=risk=assessmentI=cçnsidering=twç=scenariçs=fçr= the=limit=state=çf=cçllaése.=Analysis=results=are=discussed=tç=identify=the=wçrst=hazard=sçurces=and=strengthening=strategies=fçr=multiJrisk=éreservatiçn=çf=the=building.=

=OK sbprsfrp AobAW A MriqfJofph bksfolkMbkq =jt.=sesuvius=is=a=NOUN=m=high=vçlcanç=lçcated=in=the=dulf=çf=kaélesI=ftalyI=abçut=V=km=east=çf=kaéles=and=at=shçrt=distance=frçm=the=cçast=Ecigs.=NaI=NbF.=ft=belçngs=tç=the=Caméanian=vçlcanic=archI=which=includes= mhlegraean= cields= tç= the= nçrthwestI= jt.= béçmeç= tç= the= west= çf= fschia= islandI= and= several=submarine=vçlcançes=tç=the=sçuth.=jt.=sesuvius=is=the=çnly=vçlcanç=çn=the=burçéean=mainland=which=eruéted =in =the =last =hundred =yearsX =it =fçrmed =as =a =result =çf =the =cçllisiçn =çf =twç =tectçnic =élatesI =the =African=and=the=burasian.=qhe=fçrmer=was=éushed=beneath=the=latter=Esubductiçn=érçcessFI=deeéer=intç=the=earth.=iayers=çf=lavaI=scçriaI=vçlcanic=ashI=and=éumice=make=ué=the=mçuntain.=qhe=active=cçne=çf=jt.=sesuvius=fçrmed=within=the=çriginal=caldera=çf=jt.=pçmma=vçlcanç=abçut=NTMMM=years=agç.==

== == EaF= EbF=

cigK N=EaF=içcatiçn=çf=jt.=sesuvius=and=EbF=satellite=view=çf=the=surrçunding=area==pince=NVVR=jt.=sesuvius= is=a= natiçnal=éark.= ft= is=çne=çf= the=mçst= dangerçus=vçlcançes= in=the=wçrld=because=çf=the=aéérçximately=P=milliçn=éeçéle=living=nearby=Ei.e.I=the=mçst=densely=éçéulated=vçlcanic=regiçn= in=the=wçrldF=and= its= tendency= tçwards=exélçsive=EmlinianF=eruétiçns.=oeal= time=mçnitçring=is=éerfçrmed= by= lsservatçriç= sesuviançI= a= sectiçn= çf= the= ftalian= fnstitute= çf= deçéhysics= and=sçlcançlçgy= EfkdsF.= A= large= netwçrk= çf= seismic= and= gravimetric= statiçns= is= used= tç= this= end.=A=cçmbinatiçn=çf=dmpJbased=geçdetic=array=and=satelliteJbased=synthetic=aéerture=radar=are=emélçyed=tç=measure=grçund=mçvements.=fn=additiçnI=lçcal=surveys=cçuéled=with=chemical=analyses=çf=gases=are=carried= çut.= puch= measurements= are= érçcessed= tç= identify= magma= mçvements= within= the= vçlcanç.=sçlcanicI= tectçnic= earthquake= and= hydrçgeçlçgical= hazards= are= the= majçr= natural= threats= fçr= jt.=sesuvius=area.=qhis=éaéer=fçcuses=çn=bçth=tectçnic=earthquake=and=vçlcanic=risks.=peismic= hazard= assçciated= with= tectçnic= setting= at= jt.= sesuvius= can= be= estimated= via= érçbabilistic=seismic=hazard=analysis.=fn=current=éracticeI=éeak=hçrizçntal=acceleratiçn=çn=tyée=A=grçund=EagF=can=be=evaluated= accçrding= tç= f_C= xNz= alçng= with= the= fçllçwing= séectral= shaée= éarametersW= maximum=amélificatiçn=factçr=çf=the=hçrizçntal=acceleratiçn=reséçnse=séectrum=EcçFX=and=uééer=bçund=éeriçd=çf=the= cçnstant= séectral= acceleratiçn=branch= çn= tyée=A=grçund= EqC

GF.= fkds=estimated=hazard=curves= in=terms=çf=ag=and=firstJmçde=séectral=acceleratiçn=paEqNF=fçr=NM=éeriçds=çf=vibratiçn=qN=ranging=frçm=M.N=tç=O=s.=puch=hazard=curves=were=luméed=in=V=exceeding=érçbabilities=EmsoF=in=RM=years=frçm=O=tç=UNBI=which=are= assçciated=with= the= return=éeriçd= çf= the= design= earthquake= qo= and=a= EteméçralF= reference=éeriçd=so=thrçugh=a=mçissçn=érçcess=mçdel.=aata=sets=were=érçvided=fçr=NMTRN=nçdes=çf=a=regular=grid=çverlaééed=tç=the=ftalian=territçry=with=aéérçximately=R=km=séacing.=so=is=assumed=tç=be=the=nçminal=

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life =EskF= times= the= iméçrtance= cçefficient= ECrF= çf= the= structure.= fn= line= with= éerfçrmanceJbased=earthquake= engineering= cçnceétsI= mso= changes= with= the= limit= state= çf= interest.= içcal= amélificatiçn=effects= can= be= cçnsidered= by= assuming= mdA= Z= pag= and= p= Z= pp pq= I =whereW =p= Z =sçil =factçrX =pp= Z=stratigraéhic=amélificatiçn=factçrX==pq=Z=tçéçgraéhic=amélificatiçn=factçr.=sçlcanic= hazard= at= jt.= sesuvius= is= very= high= because= exélçsive= eruétiçns= are= exéected= as= sudden=events=after=lçng=rest=éeriçds.=bight=majçr=exélçsive=eruétiçns=have=çccurred=since=its=fçrmatiçn.=qhe=TVAa=eruétiçn=tçtally=destrçyed=mçméeii=and=eerculaneum=causing=abçut=OMMM=casualties.=pince=thenI=intermittent= eruétiçns= have=been= fçllçwed=by=a=éeriçd=çf= frequent= lçngJterm=exélçsive= and=effusive=eruétiçns=beginning=in=NSPN=and=lasting= in=NV44.=qhe=NSPN=eruétiçn=has=been=the=largest=subJmlinian=eruétiçn=with=devastating=éyrçclastic=flçws=çver=a=RMM=kmO=area=and=abçut=4MMM=casualties.=myroclastics=Eçr=tephraF=are=érimary=exélçsive=vçlcanic=hazard=sçurces=classified=accçrding=tç=their=sizeX=they=cçnsist=çf=air fall deposits Eash fallsFI=pyroclastic flowsI=surgesI=and=flying fragments=xRz.=Air=fall=deéçsits=are=generated=by=the=accretiçn=çf=clasts=falling=by=gravity=frçm=the=eruétive=cçlumn=çr= ejected= frçm=the=crater= with=a= given=ballistic= trajectçryI= deéending=çn= initial= séeed=and=ejectiçn=angle.= oçlandi= xSz= estimated= the= séatial= distributiçn= çf= vertical= lçads= çn=building= rççfs= çriginated=frçm= a= subJmlinian= eruétiçn= at= jt.= sesuvius= similar= tç= that= çf= NSPN.= qhe= fall= hazard= mçdel= is=cçnsistent= with= the= emergency= management= élan= EbjmF= develçéed= in= NVVR= by= the= ftalian=aeéartment= çf= Civil= mrçtectiçn= and= uédated= in= OMNM.= sçlcanic= scenariçs= at= jt.= sesuvius= and=mhlegraean=cields=shçw=rççf=lçads=çf=NMJPM=kkLmO=in=the=red=zçne=and=PJ4=kkLmO=at=distances=larger=than=PM=km=frçm=the=vent.=Ash=fall=actiçns=çn=structures= include=stresses=and=material=degradatiçn=due=tç=high=teméeratures=EOMMJ4MM°CF.=myrçclastic= flçws= induce= lateral= lçads= çn= éerimeter= structural= cçméçnents.= oegardless= çf= sudden=damage= tç= dççrs= and= windçwsI= damage= tç= structural= cçméçnents= strçngly= deéends= çn= whether= the=structure=has= been=designed=fçr= earthquake= resistance=çr=nçt.= myrçclastic= flçws=at=jt.=sesuvius=and=mhlegraean=cields=cçuld=érçduce=lateral=éressures=çf=M.RJNM=kma.=fn=the=case=çf=subJmlinian=eruétiçnI=if=a=VM°=flçw=érçéagatiçn=angle=is=assumedI=lateral=éressures=çn=buildings=can=reach=NN=kma=at=O=km=frçm=the=vent=and=N=kma=at=4JS=km=frçm=the=vent=Ecase=çf=qçrre=del=drecçF=xTz.=puch=éressures=can=increase=ué=tç=PJR=kma=in=urban=centres=as=a=result=çf=interactiçn=between=éyrçclastic=flçws=and=cçnstructiçns.=sçlcanic= earthquakesI= laharsI= and= tsunamis= are= secçndary= vçlcanic= hazard= sçurces.= sçlcanic=earthquakes=can=çccur=frçm=the=quiescent= tç=eruétive=éhase=and=are=tyéically=classified=as= fçllçwsW=vçlcançJtectçnic=EsqF=earthquakesI=lçngJéeriçd=EimF=earthquakesI=harmçnic=tremçr=EqFI=and=surface=events=EpbsF.=thile=çnly=sq=earthquakes=can=çccur=during=a=éreJeruétive=éhaseI=bçth=pbs=and=q=can=be= identified= during= an= eruétiçn= and= are= characterised= by= lçw= amélitudes= befçrehand.= im=earthquakes=can=alsç=take=élace=in=a=éreJeruétive=éhaseI=but=tyéically=with=lçw=magnitudes=and=lçwJfrequency= signals.= eundreds= çf= lçwJintensity= earthquakes= are= detected= every= year= in= the= crater= çf=jt.= sesuvius= at= deéths= lçwer= than= S= km.= qheir= lçcal= magnitude= Mi= dçes =nçt =tyéically =exceed =P. =cesta=et=al.=xUz=fçund=that=high=cumulative=energy=demands=cçuld=érçduce=heavy=damage=eséecially=tç= lçwJéeriçd= structures= such= as= unreinfçrced= masçnry= ErojF= buildings= and= lçwJrise= reinfçrced=cçncrete=EoCF=buildings.=iahars= are= mud= flçws= including= vçlcanic= material= and= their= destructive=éçtential= is= caused=by= high=kinetic=energy.=iahars=effects=çn=cçnstructiçns=are=similar=tç=thçse=érçduced=by=debris=flçws=Elateral=éressures= çf= PT.RI= TP.R= and= NRM= kma= fçr= flçw= séeed= çf= RI= T= and= NM= mLsI= reséectivelyF= xVz.= cinallyI=tsunami=hazard=assçciated=with=jt.=sesuvius=vçlcanic=activity=is=rather=lçwI=even=thçugh=nçt=zerç.==PK abpCofmqflk lc CApbJpqrav Brfiafkd =Amçng=several=histçrical=buildings=lçcated=clçse=tç=jt.=sesuviusI=silla=delle=dinestre=was=cçnsidered=as =a =case =study =due =tç =its =high =cultural =value =and =current =use =as =museum=Ecigs. =Oa. =ObF. =silla =delle =dinestre=is=a=twçJstçrey=roj=building=which=was=built=in=the=late=NTth=Century=at=the=fççts=çf=jt.=sesuvius= and= was= enlarged= in= the=NUth= Century.= fn=NUMS= a= destructive= vçlcanic= eruétiçn= fçrced= the=çwners= tç= leave=their= residence=fleeing=tç=kaélesI=but=éyrçclastic= flçws=did=nçt=caused=any=damage.=Cçnsçlidated=lava=érçduced=many=brççms=E‘ginestre’=in=ftalianF=which=cçvered=the=whçle=area=arçund=the=villa.= fn=NVMT= silla= delle=dinestre=was= enlarged= in=élan= by= realising= an= external= éçrticç= with= a=terrace=at=the=uééer=flççr.=fn=NVPT=the=building=was=declared=natiçnal=mçnument=and=called=silla=delle=dinestre.=rniversity=çf=kaéles=cedericç=ff=was=cçmmitted=by=the=ftalian=jinistry=çf=mublic=bducatiçn=tç=gain=the=building= and= became= its= çwner= çn= ganuary= RI= NVSO.= A= significant= degradatiçn= was= çbserved= çn=

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cçlumnsI= wallsI= vaultsI= and=fçundatiçn=cçméçnentsI= sç=strengthening=and=waterérççfing=wçrks= were=carried=çut= in=NVTM.=qhe=fçundatiçn=system=was=enlarged=tç= increase=resistance=against=gravity= lçads.=merimeter= cçlumns= were= bçnded= by= oC= ring= beams.= fn= NVVU= the= building= was= restçred= again= and=assigned= tç= bnte= sille= sesuvianeI= a= éublic= çrganizatiçn= which= currently= manages= the= villa= as= =diacçmç= ieçéardi= museum.= qhe= restçratiçn=érçject= included= structural= retrçfittingI= élant= uégrading=interventiçnsI=and=a=change=çf=use.=qhe=éçrticç=tç=the=back=EnçrthF=side=çf=the=building=was=clçsed=with=tuff=masçnry=walls=withçut=effective=cçnnectiçn=tç=çther=walls.==

=== == EaF= EbF=

cigK O=EaF=bxternal=view=çf=silla=delle=dinestre=and=EbF=jt.=sesuvius=çbserved=frçm=the=building=rççf==qhe=building=élan=is=rather=squared=and=lçadJbearing=walls=are=almçst=aligned=with=twç=façades=çf=the=building= Ecigs.= PaI= PbF.=qhe=éçrticç= cçnsists= çf= circular= cçlumns= suééçrting=a= mixed=steelJtile= rççf.=peveral=vault=tyées=cçver=the=rççms=çf=the=building.=içadJbearing=walls=have=thickness=çf=SMJNOM=cm=at=the=grçund=flççr=and=ROJNNM=cm=at= the=first=flççr.=qwç=walls=with=thickness=çf=NTOJNUM=cm=and=an=inner=hçle=are=élaced=at=the=grçund=flççr.=

2P.T0

25.T8

24.T6

2T.18

Portico

B

A

B

A

=

Terrace

2P.T0

25.T8

24.T6

2T.18

B

A

B

A

== EaF= EbF=

cigK P=EaF=drçund=flççr=élan=and=EbF=first=flççr=élan=çf=silla=delle=dinestre=Edimensiçns=in=metresF=

=QK CAmACfqv Mlabi lc CApbJpqrav Brfiafkd

QKNK aefinition of knowledge level Accçrding=tç=fdCe=x4zI=all=infçrmatiçn=gathered=by=the=authçrs=was=aimed=at=identifyingW=the=structural=system= and= its= çverall= dimensiçnsX= size= çf= structural= cçméçnents= and= mechanical= érçéerties= çf=cçnstituent=materialsX= tyée=and=extent=çf=éreviçus=structural=damageI= including=earlier= reéair=measuresX=

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=

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material=defects=and=inadequate=detailingX= tyée=and=characteristics=çf=the=building=fçundatiçnX=and=lçcal=sçil= cçnditiçns.= fdCe= allçw= tç= investigate= cçnstructiçn= detailing= and= material= érçéerties= at= different=knçwledge=levels.= A=detailed=survey=is= needed= tç= identify= the=structure’s= geçmetry=sç=extensive=visual=inséectiçns= were= carried= çut= and= design= drawings= and= séecificatiçns= were= gathered.= qhis= allçwed= tç=identifyW=tyée=çf=flççr=and=rççf=cçméçnentsX=quality=çf=cçnnectiçns=amçng=flççrs=and=wallsX=éresence=çf=ring=beams=çr=tieJelementsX=quality=çf=cçnnectiçns=amçng=çrthçgçnal=wallsX=and=masçnry=tyées.=jaterial=érçéerties= were= defined= çn= the= basis= çf= design= séecificatiçns= and= exéerimental= data= selected= frçm=jAaAI= an= çnline= database= available= in= the= fnternet= and= develçéed= by= the= authçrs= EroiW=httéWLLwww.reluis.itLindex.éhé?çétiçnZcçm_madaCftemidZNRSF.=Accçrding=tç=f_C=xNzI=its=Cçmmentary=xOz= and= fdCeI= a= knçwledge= level= was= defined= thrçugh= a= cçnfidence= factçr= Cc= falling= in= the= interval=xNI=N.PRz.=qhis=factçr=allçws=tç=include=effects=çf=structural=mçdel=uncertainties=çn=seismic=assessment.=fn=çrder= tç= éreserve= the= building= identity= and= tç= reach= a= sufficient= safety= level= in= accçrdance= tç= the=‘minimum=interventiçn=érinciéle’I=Cc=was=cçméuted=çn=the=basis=çf=fçur=éartial=cçnfidence=factçrs=CckI=as= fçllçwsW= Cc= Z= N= H=SCck= Ek= Z= N...4F.= bach= Cck= was= assçciated= with= the= materialLelement= mçstly=affecting=the=failureLcçllaése=mechanism=being=cçnsidered.=qhe=tçtal=cçnfidence=factçr=was=aéélied=tç=all=material=érçéerties=reducing=bçth=elastic=mçduli=and=strengths.=Accçrding=tç=x4zI=the=authçrs=assigned=the=fçllçwing= éartial= cçnfidence= factçrsW= CcN= Z= M= fçr= knçwledge= çf= structure’s= geçmetry= Ecçmélete=geçmetrical=surveyFX=CcO=Z=M.NO=fçr=identificatiçn=çf=materials=and=cçnstructiçn=detailing=Elimited=survey=çf=materials=and=detailsFX=CcP=Z=M.NO=fçr=material=characterizatiçn=Emechanical=érçéerties=derived=frçm=existing=exéerimental=dataFX=and=Cc4=Z=M.MS=fçr= identificatiçn=çf=sçil=cçnditiçns=and=fçundatiçn=system=Elimited=investigatiçns=çn=sçil=and=fçundatiçns=in=the=absence=çf=geçtechnical=data=and=infçrmatiçnF.=qhe=factçr= CcP= was= assçciated= with= the= mçst= relevant= masçnry= tyée= fçr= structural= analysis.= qhe= tçtal=cçnfidence=factçr=was=then=set=tç=N.P.==QKOK MacroJelement modelling qhe= masçnry= building= was= mçdelled= thrçugh= oAk= CçdeI= a= cçméuter= érçgram= which= éerfçrms=nçnlinear=macrçJelement=analysis=çf=masçnry=buildings=xNMz.=qhe=external=cçlçnnade=was=nçt=included=in=the=Pa=macrçJelement=mçdel=çf=the=building=Ecigs.=4aI=4bFI=because=it=was=seéarately=assessed=under=gravity=and=lateral=lçads.=pimilarlyI= the=éart=çf=éçrticç=which=was=clçsed=withçut=effective=cçnnectiçn=tç=the=rest=çf=the=building=was=nçt=cçnsidered=in=the=Pa=macrçJelement=mçdel=in=view=çf=a=structural=seéaratiçn=between=themI=aimed=at=eliminating=irregularity=in=elevatiçn.=qhe=main=arches=çf=masçnry=vaults=were=mçdelled=tç=be=assessed=thrçugh=the=static=theçrem=çf=limit=analysis.=oC=ring=beams=were=detected= at= each= flççr= level= and= diaéhragms= were= assumed= tç= be= rigid= in= their= çwn= élane.= qhe=fçllçwing= mean= érçéerties= were= adçéted= fçr= tuff= masçnry= wallsW= unit= weight= çf= NT= kkLmPX= mean=cçméressiçn= strength= çf= O.PU= jmaX= shear= strength= at= zerç= cçnfining= stress= çf= M.N= jmaX= vçung’s=mçdulus=çf=NRPM=jmaX=and=shear=mçdulus=çf=RNM=jma.=Available=shear=ductility=was=set=tç=P=tç=define=mechanicsJbased= fçrceJdisélacement= diagrams= çf= macrçJelements.= aisélacement= caéacity=çf= macrçJelements=was=defined=as=the=minimum=between=that=analytically=cçméuted=thrçugh=direct=integratiçn=çf= bending= and= shear= curvaturesI= and= éhençmençlçgical= drift= values= érçvided= by= f_C= xNzI= that= isI=qf=Z=M.MMS=and=qs=Z=M.MM4=fçr=macrçJelements=failing=in=flexure=and=shearI=reséectively.=içadJbearing=walls=with=irregular=layçut=çf=çéenings=were=mçdelled=accçrding=tç=xNNz.==

==== == EaF= EbF=

cigK Q=EaF=fsçmetric=view=and=EbF=macrçJelement=caéacity=mçdel=çf=silla=delle=dinestre=

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RK pCbkAoflJBApba ofph AppbppMbkq

RKNK pcenario #NW pubJmlinian eruption RKNKNK solcanic hazard assessment A= subJmlinian= vçlcanic= eruétiçn= similar= tç= that= çf= NSPN= was= cçnsidered= as= wçrstJcase= vçlcanic=scenariçI=accçrding=tç=the=ash=fall=hazard=mçdel=by=oçlandi=xSz.= fn=the=case=çf=qçrre=del=drecçI=ftalyI=which=falls=in=the=bjm=red=zçne=and=alsç=in=the=greatest=hazard=area=EU=km=in=diameterF=fçr=éyrçclastic=flçws= and= surgesI= a= unifçrm= vertical= lçad= qo= Z =NP =kkLmO= and= teméeratures= çf= OMMJPRM°C= were=cçnsidered=tç=be=aéélied=çn=the=building=rççf.=qhe=iméact=çf=éyrçclastic=flçws=was=take=intç=accçunt=by= means= çf= lateral= éressures= and= teméeratures= equal= tç= thçse= çf= ash= falls.= fn= éarticularI= lateral=éressures=were=set=tç=R=and=P=kkLmO=at=the=grçund=and=first=flççrsI=reséectivelyI=çf=éerimeter=walls=çf=the=nçrth=building=façade=Ei.e.I= thçse=directly= exéçsed= tç=flçwsF.=CçnverselyI= lateral=deéressiçn=with=magnitude=equal=tç=çneJthird=çf=the=afçrementiçned=values=was=aéélied=çn=çééçsite=éerimeter=walls=tç=the=sçuth.=Althçugh=lahars=cçuld=be=generated=after=jt.=sesuvius=eruétiçnI=they=are=exéected=tç=mainly=affect=an=area=çut=çf=qçrre=del=drecç=sç=their=effects=were=nçt=cçnsidered.==RKNKOK ptructural assessment qhe=building=was=analysed=under=an=exceétiçnal=cçmbinatiçn=çf=lçads=Ad=H=dN=H=dO=H=SyOi nki=whereW=Ad=Z= exceétiçnal= lçadsX= dN=Z=structural=dead=lçadsX=dO=Z=nçnJstructural=dead= lçadsX=nki=Z= live= lçadsX=yOi=Z=cçmbinatiçn=factçr=assumed=tç=be=M.S=fçr=high=çccuéancy.=bxceétiçnal=lçads=areW=sq=earthquakes=in= the= éreJeruétive= éhaseX= ash= falls= and= missiles= during= eruétiçnI= cçuéled= with= lçwJintensity=earthquakes=çr=even=a=highJintensity=earthquake=due=tç=the=caldera=cçllaéseX=éyrçclastic=flçwsI= lahars=and= lçwJintensity= earthquakes= in= the= éçstJeruétive= éhase.= fn= éarticularI= the= structure= was= assessed=under=ash=falls=related=tç=the=eruétive=éhase=and=éyrçclastic=flçws=related=tç=the=éçstJeruétive=éhase.=ptructural= analysis= in= the= eruétive=éhase=shçwed= that= the=building= is=unsafe=against= ash= falls= due= tç=exceedance= çf= mean= cçllaése= lçad= çf= rççfing= masçnry= vaults= and= their= suééçrting= walls.= iimit=equilibrium= analysis= çf= vaults= was= éerfçrmed= by= using= static= theçrem= and= simélified= arch= mçdels=including= resistance= cçntributiçn= çf= lateral= arch= infill= in= éassive= thrust= cçnditiçns.= A= reséçnseJcçntrçlled=static=éushçver=EpmlF=analysis=was=éerfçrmed=tç=assess=structural=safety=under=éyrçclastic=flçws.= qhe= equivalent= demand= éressure= çn= the= building= was= estimated= in= R= kma.= pml= analysis= was=carried= çut= in= the= directiçn= çf= éyrçclastic= flçwsI= namelyI= in= the= nçrthJsçuth= EvF= directiçn= çf= the=building=élan.=cigure=R=shçws=gççd=resistance=against=éyrçclastic=flçws.=_ased=çn=analysis=resultsI=the=fçllçwing=mitigatiçn=strategies=cçuld=be=adçéted.=Ash=fall=vulnerability=cçuld=be=reduced=thrçugh=çne=çf=the=fçllçwing=strategiesW=rççf=strengthening=based=çn=fibreJreinfçrced=cementitiçus=matrix=EcoCjF=systemsX= realizatiçn= çf= trussLlattice= éitched= rççf= in= cçldJfçrmed= steel= çver= the= existing= çne.= _çth=interventiçns=dç=nçt=significantly=increase=mass.=AlternativelyI=ultraJhigh=éerfçrmance=cçncrete=shells=with= very= high= mechanical= érçéertiesI= durabilityI= resistance= tç= high= teméeratures= and= fireI= cçuld= be=emélçyed= because= they= need= lçw= thickness= Ee.g.I= ué= tç= O= cm= fçr= R= m= séansF.= qhe= use= çf= fibreJreinfçrced=éçlymers=EcomsF=shçuld=be=avçided=because=çf=their=lçw=resistance=under=high=teméeratures=and=fire.=myrçclastic=flçw=vulnerability=cçuld=be=reduced=by=érçtecting=çéenings=in=a=way=tç=avçid=flçw=éenetratiçn=within=the=buildingI=and=hence=the=risk=çf=fire=and=exélçsiçns.=lverlay=steel=sheet=anchçred=çn=éerimeter=walls=cçuld=be=used=tç=that=end.=keverthelessI=éassive=érçtectiçn=systems=Ee.g.I=retentiçn=basinsI=artificial=canalsI=highJstrength=oC=retaining=wallsF=shçuld=be=emélçyed=against=éçtential=lahars.==

0

10

20

P0

40

50

0 1 2 P 4

q i[k

ma]

dc [mm]

myroclastic flow capacitymyroclastic flow demand

=

cigK R=Cçméarisçn=between=lateral=éressureJdisélacement=caéacity=curves=and=demand=lateral=éressure=

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RKOK pcenario #OW qectonic earthquake RKOKNK qectonic seismic hazard assessment peismic=hazard=at=the=site=çf=silla=delle=dinestre=was=estimated=at=the=immediate=çccuéancy=EflF=and=life=safety=EipF=limit=states.=fdCe=x4z=allçw=tç=estimate=seismic=actiçns=in=a=way=tç=éreserve=histçrical=cçnstructiçns= fçr= future=uégrading= interventiçns.= qç= this= endI= mso= was =assigned =fçr =bçth =fl =and =ip =limit=states=by=assuming=a=‘frequent=useLmedium=iméçrtance’=classI=whereas sk=was=assumed=tç=be=RM=years=and=Cr=was=set=tç=unityI=resulting=in=so=Z=RM=years.=AccçrdinglyI=return=éeriçds=lçwer=than=thçse=defined=fçr=çrdinary=structures=Ei.e.I=RM=and=4TR=years=fçr=fl=and=ipI=reséectivelyF=were=defined.=bach=hazard=éarameter=p=assçciated=with=a=given=qo=was=cçméuted=based=çn=its=clçsest=estimates=fçr=which=pN=and=pO=values=are=érçvided=by=Annex=_=tç=f_C=xNz.=pince=the=site=was=nçt=lçcated=at=a=nçde=çf=the=reference=hazard=gridI= the=nçdes= çf= the= elementary= mesh=cçntaining= the= site=were= identified.= eazard=éarameters= were= then= cçméuted= as= weighted= average= çf= the= çnes= at= the= reference= nçdes= by= the=distances=çf=the=nçdes=frçm=the=siteI=in=accçrdance=with=Annex=A=tç=f_C=Eqable=NF.=qç=accçunt=fçr=site=amélificatiçn =effectsI =a =tyée =_ =grçund =and =qN =tçéçgraéhic =class =were =assumedI =resulting =in =a =sçil =factçr=p=Z=N.OM=andI=finallyI=mdA=Z=M.MSTg=and=M.NROg=fçr=fl=and=ip=limit=states.==

qable N=qectçnic=seismic=hazard=éarameters==

iimit state PVR TR [years] ag [g] Fo TCG [s]

fl= SRB= 4U= M.MRS= O.P44= M.PNO=

ip= NTB= OSV= M.NOT= O.PRV= M.P4P=

=RKOKOK peismic performance assessment A=reséçnseJcçntrçlled=pml=analysis=was=éerfçrmed=tç=assess=seismic=caéacity=çf=silla=delle=dinestre.=qhe=bilinear= idealizatiçn= çf= base=shear= EsbF= versus= tçé= disélacement= EdcF= curves= was= carried=çut= by=defining=the=ultimate=disélacement=du=at=OMB=base=shear=drçé=Eip=limit=stateF=and=the=elastic=stiffness=as =the=ratiç=between=M.TsbImax=and=the=cçrreséçnding=tçé=disélacementI=where=sbImax= is= the=maximum=resisting=base=shear=xNz.=qhe=limit=elastic=disélacement= de=was=derived=by=assuming=equal=areas=belçw=the= actual= and= idealized= fçrce–disélacement= diagramsI= which= were= reduced= by= the= firstJmçde=éarticiéatiçn=factçr=GN= tç=çbtain=thçse=related=tç=the=equivalent=elasticJéerfectly=élastic=singleJdegreeJçfJfreedçm=EpalcF=system.=_ased=çn=elastic=éeriçd=estimates=qG=fçr=the=palc=systemI=the=kO=methçd=xNOz=was= emélçyed=tç=estimate=seismic=demand=at=ip.=pml=analysis=was=carried=çut=alçng=the=main=directiçns= çf= the= building= élan= fçr= each= lateral= lçad= éattern= Ee.g.I= érçéçrtiçnal= tç= inertia= masses= çr=fundamental= mçde= shaée= multiélied= by= inertia= massesF= and=çrientatiçn= seéaratelyI= accçrding= tç=bCU=xPz.=ptçrey=fçrces=were=aéélied=at=the=lçcatiçn=çf=the=centre=çf=mass=and=accidental=eccentricities=were=included=in=the=mçdel= tç=accçunt= fçr=uncertainties= in=the=mass=distributiçn=and=grçundJmçtiçn=séatial=variatiçn.=qhe=centre=çf=mass=at=the=uééer=flççr=level=was=cçnsidered=as=cçntrçl=éçint=where=the=lateral=disélacement= was= mçnçtçnically= increased.= cigures= Sa= and= Sb= shçw= pml= curves= cçrreséçnding= tç=seismic= actiçns= acting= in= the= éçsitive= and= negative= çrientatiçns= çf= the= glçbal= cççrdinate= system=assigned=tç=the=Pa=macrçJelement=mçdel=çf=the=masçnry=structure.=qhe=building=was=fçund=tç=be=mçre=vulnerable=in=the=uJdirectiçn=çf=building=élan.=qhe=çverstrength=ratiç=çf=the=building=was=cçméuted=fçr=each= pml= analysis= as= lpo= Z= auLaN= whereW= au= Z =M.Vamax= Ei.e.I= M.V= times= the= lçad= multiélier=cçrreséçnding=tç=sbImaxF=and=aN=Z=lçad=multiélier=cçrreséçnding=tç=the=attainment=çf=the=nçminal=lateral=strength=in=a=éier=regardless=çf=its=failure=mçde=Ecig.=TaF.=qhe=mean=lpo=was=fçund=tç=be=P.NPI=but=the=cçefficient= çf= variatiçn= revealed= a= significant= scatter= in= such= a= caéacity= éarameter= ECos= Z= SSBF.=CçnverselyI= the= estimatiçn= çf= the= disélacement= demandJtçJcaéacity= ratiç= aCod= was= rather= stable=shçwing=mean=and=Cos=equal=tç=M.UP=and=ORBI=reséectivelyI=at=ip=limit=state=Ecig.TbF.=aCod=exceeded=unity=in=fçur=analysis=cases=related=tç=mçdal=lçad=éattern=and=vJdirectiçn=çf=seismic=actiçns.=jean=and=Cos=çf=aCod=reduced=tç=M.PT=and=OOB=at=fl=limit=state.=aisélacementJbased=safety=verificatiçns=at=fl=were=éerfçrmed=by=defining=du= as= the= minimum=between= disélacements=cçrreséçnding= tç= sbImax= and=M.PB=interstçrey=drift=xNzI=and=were=fully=met.=peismic=safety=against=çutJçfJélane=failure=mçdes=was=seéarately=assessed=under=seismic=acceleratiçn=demand=accçrding=tç=f_C=by=simélified=mçdels.=_ased= çn= analysis= resultsI= the= fçllçwing= strengthening= measures= were= identified= tç= reduce= seismic=vulnerabilityW=reductiçn=çf=cçncentrated=large=massesX=resizing=çf=sçme=structural=cçméçnents=aimed=at=stiffness=redistributiçnX=structural=seéaratiçn=between=the=élan=enlargement=at=the=grçund=flççr=and=the=rest=çf=the=buildingI=tç=reduce=irregularity=in=elevatiçnX=uégrading=çf=materialsX=and=seismic=uégrading=

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=

NSUV=

çf=lçadJbearing=walls.=qhe=last=çbjective=cçuld=be=reached=by=éçstJtensiçning=çf=éiers=thrçugh=glassJcom= barsI= çr= alternatively= coCj= layers= çn= bçth= sides= çf= éiers= which= are= exéected= tç= fail.= mçstJtensiçning= bars= cçuld= avçid= tensile= failure= çf= éiers= caused= by= çverturning= mçments= under= seismic=actiçns.= ptandard= interventiçns= cçnsisting= in= the= realizatiçn= çf= wççden= lintels= abçve=çéenings= cçuld=alsç= increase=flexural=strength=çf= séandrels= against= bçth=gravity=and=earthquake= lçads.= qhis= is= a= very=iméçrtant= task= because= sçme= séandrels= cçuld= fail= in= bending.= puch= interventiçns= ensure= full=reversibility=and=éreservatiçn=which=are=mandatçry=fçr=cultural=heritage=cçnstructiçns.==

0

1000

2000

P000

4000

5000

6000

7000

0 1 2 P 4 5

s b[k

k]

dc [mm]

u-dir. - modal patternu-dir. - uniform patternY-dir. - modal patternY-dir. - uniform pattern

=

0

1000

2000

P000

4000

5000

6000

0 1 2 P 4 5

s b[k

k]

dc [mm]

u-dir. - modal patternu-dir. - uniform patternY-dir. - modal patternY-dir. - uniform pattern

== EaF= EbF=

cigK S=pml=curves=cçrreséçnding=tç=EaF=éçsitive=and=EbF=negative=çrientatiçns=çf=seismic=actiçns===

0

1

2

P

4

5

6

7

8

1mu

1uu

2mu

2uu

Pmu

Puu

4mu

4uu

5mu

5uu

6mu

6uu

7mu

7uu

8mu

8uu

9mY

9uY

10m

Y10

uY11

mY

11uY

12m

Y12

uY1P

mY

1PuY

14m

Y14

uY15

mY

15uY

16m

Y16

uY

lSR

Analysis Case =

0

0.5

1

1.5

2

1mu

1uu

2mu

2uu

Pmu

Puu

4mu

4uu

5mu

5uu

6mu

6uu

7mu

7uu

8mu

8uu

9mY

9uY

10m

Y10

uY11

mY

11uY

12m

Y12

uY1P

mY

1PuY

14m

Y14

uY15

mY

15uY

16m

Y16

uY

aC

Rd

Analysis Case == EaF= EbF=

cigK T=EaF=lverstrength=ratiçs=and=EbF=disélacement=demandJtçJcaéacity=ratiçs=

=SK ClkCirpflkp =A=multiJrisk=assessment= çf=a= NTth=Century=masçnry=building= lçcated= clçse= tç=jt.= sesuvius= has=been=éresented.= qwç= different= scenariçs= were= cçnsideredW= subJmlinian= eruétiçn= and= tectçnic= earthquake.=_çth= scenariçs= were= defined= accçrding= tç= current= hazard= mçdels.= ptructural= assessment= under= subJmlinian=eruétiçn=scenariç=have=shçwn=that= the=caseJstudy=building= is=vulnerable=tç=ash=falls=whereas=a=satisfactçry= resistance=against= éyrçclastic= flçws= that= can=çccur= after= eruétiçn= has= been= fçund.= qhis=indicates=that=an=effective=érçtectiçn=çf=the=building=rççf=is=needed=and=different=sçlutiçns=have=been=érçéçsed= and= discussed= tç= this= aim.= peismic= éerfçrmance=assessment= has= shçwn= that= the=caseJstudy=building= shçuld= alsç= be= strengthened= tç= ensure= life= safety= under= design= tectçnic= earthquakes.=ptrengthening=strategies=based=çn=cçméçsite=materials=have=been=érçéçsed=tç= increase=bçth=strength=and=ductility=çf=éiersI=while=the=realizatiçn=çf=traditiçnal=wellJanchçred=wççden=lintels=abçve=çéenings=cçuld=increase=bending=caéacity=çf=séandrels=tç=resist=bçth=gravity=lçads=and=earthquake=actiçns.==AChkltibadbMbkqp =qhis=research=was=carried=çut=in=the=framewçrk=çf=the=oeirfpJamC=OMNM–OMNP=érçject=Eiine=AqNJN.N=–=‘bvaluatiçn= çf= the= sulnerability= çf= jasçnry= _uildingsI= eistçrical= Centres= and= Cultural= eeritage’F=funded=by=the=ftalian=aeéartment=çf=Civil=mrçtectiçn.=

Page 9: MriqfJofphppbppbkqlcriqroi ebofqdbplkovrfiafkd ... · NSU= lif=Es kF=tim==éçrtan=çfficien=EC rF=ç==structure=f==wi=éerfçrmanJ= earthqua=engineeri=çeéI=m so =change=wit==i==ç=tere=iç=méficatiç=

=

NSVM=

obcbobkCbp xNz a.j.= N4.MN.OMMU= EOMMUF korme qecniche per le Costruzioni.= ftalian=jinistry=çf= fnfrastructures=

and=qranséçrtatiçnI=oçme=Ein=ftalianF.=xOz Circ.=MO.MO.OMMVI=n.=SNT=EOMMVF fstruzioni per l’applicazione delle «kuove korme qecniche per le

Costruzioni» di cui al decreto ministeriale NQ gennaio OMMU.= ftalian=jinistry=çf= fnfrastructures=and=qranséçrtatiçnI=oçme=Ein=ftalianF.=

xPz burçcçde= U= EOMM4F aesign of structures for earthquake resistance.= Cçmité= burçééen= de=kçrmalisatiçnI=_russels.=

x4z a.m.C.j.=MV.MO.OMNN=EOMNNF salutazione e riduzione del rischio sismico del patrimonio culturale con riferimento alle korme tecniche per le costruzioni di cui al decreto del Ministero delle infrastrutture e dei trasporti del NQ gennaio OMMU.=ftalian=Cçuncil=çf=jinistersI=oçme=Ein=ftalianF.=

xRz juzeau= g.Jm.I=qalçn=A.I=qhçuret= g.JC.I=oçssettç=q.I=caggianç=_.I=ae=dregçriç=a.I=wuccarç=d.I=fndirli= j.= EOMNMF= Actiçns= due= tç= vçlcanic= eruétiçns.= fnW= jazzçlani= c.j.= EedF= rrban eabitat Constructions under Catastrophic bvents Ecinal oeportF.=qaylçr=C=crancis=drçuéI=içndçn.=

xSz oçlandi= d.= EOMNMF= sçlcanic= hazard= at= sesuviusW= An= analysis= fçr= the= revisiçn= çf= the= current=emergency=élan.=gournal of solcanology and deothermal oesearch=NUVW=P4TJPSO.=

xTz bséçsti= lngarç= q.I= keri= A.I= qçdescç= j.I= jacedçniç= d.= EOMMOF= myrçclastic= flçw= hazard=assessment= at= sesuvius= EftalyF= by= using= numerical= mçdelling.= ff.= Analysis= çf= flçw= variables.=Bulletin of solcanology S4W=NTUJNVN.=

xUz cesta=d.I=wçllç=A.I=janfredi=d.I=mçlese=j.I=Cçsenza=b.=EOMM4F=pimulatiçn=çf=earthquake=grçund=mçtiçn=and=effects=çn=engineering=structures=during=the=éreeruétive=éhase=çf=an=active=vçlcanç.=Bulletin of the peismological pociety of America=V4ESFW=OONPJOOON.=

xVz caella= C.I= kigrç= b.= EOMMOF= aebris= flçw= effects= çn= cçnstructiçns.= aamage= analysisI= cçllaése=mechanismsI=iméact=velçcitiesI=cçde=érçvisiçns.=fnternal report ClpqJCNOLtdOI=sçlçsI=dreece.=

xNMz Augenti= k.I= marisi= c.I= Accçncia= b.= EOMNNF= fl= Cçdice= oAk= éer= l’analisi= sismica= nçn= lineare= di=edifici=in=muratura.=mrogettazione pismica=NW=NPVJNRT=Ein=ftalianF.=

xNNz marisi= c.I= Augenti= k.= EOMNOF= peismic= caéacity= çf= irregular= unreinfçrced= masçnry= walls= with=çéenings.=barthquake bngineering and ptructural aynamicsI=alfW=NM.NMMOLeqe.=ONVR.=

xNOz cajfar= m.= ENVVVF= Caéacity= séectrum= methçd= based= çn= inelastic= demand= séectra.= barthquake bngineering and ptructural aynamics=OUW=VTVJVVP.=