improving seismic performance of buildings with irregular plans
TRANSCRIPT
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Improving the seismperformance of existi
buildings with irregulplans against torsion du
earthquakesAaron Quidilla
Alberto Joseph Quintana
Ivy Sanchez
Jonathan Sanchez
Allen Teruel
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Buildings arecomplex structures
Deformationcapacity of buildingsare aected
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,-ASTI. T/0SI/
0,S!/
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Regular structural system vs. TorsIrregularity
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Regular structural system vs. TorsIrregularity
!hoto ta"en from #o"demir$ et al% &'()*+
Inertial forceearth2ua"e acts.enter of 3ass &.Resisting forcethe .enter of 0igiEccentricity exithere are unsystructural elemenstorey%
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Regular structural system vs. TorsIrregularity
!hoto ta"en from #o"demir$ et al% &'()*+
Inertial forceearth2ua"e acts.enter of 3ass &.Resisting forcethe .enter of 0igiEccentricity exithere are unsystructural elemenstorey%
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How to reduce eccent
-ateral bracing elements shouldsymmetrically arranged
-ateral bracings should be place
su5ciently a4ay from the centemass
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Sometimes the variations in the structural in each 6oor cannot be avoided%
In order to compensate for the possibtorsional7induced earth2ua"e responses$ 8ealand code had suggested some criteriato overestimate the actual earth2ua"e load%
Instead of increasing torsional strength$ t4ist is emphasized%
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!ew "ealand #hilippine
39%: ;ermadecIslands&)
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Restrictions on Twist&According to the 1e4 8ealand
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.0IT,0IA )@ The distance at anbet4een the .enter of 3ass and the .0igidity should neither exceed (%* timmaximum plan dimension of the stru
that level$ measured perpendicularlyapplied lateral force%
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.,1T,0 /
0I#IDIT
.,1T,3ASS
,A0TCQA;,
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erx
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.0IT,0IA '@ The ratio of the hodisplacements at the ends of thtransverse to the direction of the applishould be in range of *F9 and 9criterion ma"es allo4ances for a
minimum value for the torsional stine
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$iscous %ampers
luid viscous damping is a 4ay to adddissipation to the lateral system of a structure% A 6uid viscous damper di
energy by pushing 6uid through an producing a damping pressure 4hich cforce%
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&luid $iscous %amper
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'ene(ts
0educe the earth2ua"e excitation of a
structure and permit it to remain linea
elastic during a seismic event
Substantial Stress 0eduction
0elatively small and inconspicuous
lexible