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A damage assessment and wind loading analysis of residential structures built post-1996 in Punta Gorda in the wake of Hu...

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Material Information

Title:
A damage assessment and wind loading analysis of residential structures built post-1996 in Punta Gorda in the wake of Hurricane Charley
Physical Description:
Book
Language:
English
Creator:
Newberry, James
Publisher:
University of South Florida
Place of Publication:
Tampa, Fla
Publication Date:

Subjects

Subjects / Keywords:
Windward
Leeward
Pressure coefficients
Components and cladding
Main wind force resisting system
Dissertations, Academic -- Civil Engineering -- Masters -- USF
Genre:
bibliography   ( marcgt )
theses   ( marcgt )
non-fiction   ( marcgt )

Notes

Abstract:
ABSTRACT: One of the communities in the path of Hurricane Charley as it came ashore August 13, 2004, was Punta Gorda, recording gusts up to 145 mph. This project utilizes aerial photos taken approximately 10 days after the storm battered the area, using a digital photography program. Focusing on the one-story residential structures (houses) of the Punta Gorda area, a damage assessment could be made of the area's homes, and how they stood up to the storm. This study focused further on homes built after major changes to the local/state building codes went into effect (starting in 1996) after the devastation left in south Florida by Hurricane Andrew in 1992. After selecting approximately 20 damaged houses, damaged from wind loading only, an analysis of these houses (or types of houses) could then be undertaken complying with the most current building/wind codes used at the time of Charley's landfall. Furthermore, by looking at the pictures, and using reports outlining the types of damage seen from the storm, the building/wind codes could then be checked for their effectiveness. After performing a wind loading analysis on houses similar to those seen in the selected pictures, and using the wind code provisions of ASCE 7-98, calculations show a substantial increase in local wind pressure to various zones of the roof. High pressure zones of the roof included the ridges of the gable and hipped style roofs, as well as the corners and the edges. More emphasis needs to be placed on the installation of the clay tiles (mandated by certain deed-restricted subdivisions of Punta Gorda). If the tiles are ripped off from the wind, then the roof sheathing becomes exposed to the environment, and if this becomes damaged, rain leaking down into the interior of the house would cause additional damage.
Thesis:
Thesis (M.A.)--University of South Florida, 2006.
Bibliography:
Includes bibliographical references.
System Details:
System requirements: World Wide Web browser and PDF reader.
System Details:
Mode of access: World Wide Web.
Statement of Responsibility:
by James Newberry.
General Note:
Title from PDF of title page.
General Note:
Document formatted into pages; contains 135 pages.

Record Information

Source Institution:
University of South Florida Library
Holding Location:
University of South Florida
Rights Management:
All applicable rights reserved by the source institution and holding location.
Resource Identifier:
aleph - 001795404
oclc - 153905361
usfldc doi - E14-SFE0001564
usfldc handle - e14.1564
System ID:
SFS0025882:00001


This item is only available as the following downloads:


Full Text
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A damage assessment and wind loading analysis of residential structures built post-1996 in Punta Gorda in the wake of Hurricane Charley
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by James Newberry.
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2006.
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ABSTRACT: One of the communities in the path of Hurricane Charley as it came ashore August 13, 2004, was Punta Gorda, recording gusts up to 145 mph. This project utilizes aerial photos taken approximately 10 days after the storm battered the area, using a digital photography program. Focusing on the one-story residential structures (houses) of the Punta Gorda area, a damage assessment could be made of the area's homes, and how they stood up to the storm. This study focused further on homes built after major changes to the local/state building codes went into effect (starting in 1996) after the devastation left in south Florida by Hurricane Andrew in 1992. After selecting approximately 20 damaged houses, damaged from wind loading only, an analysis of these houses (or types of houses) could then be undertaken complying with the most current building/wind codes used at the time of Charley's landfall. Furthermore, by looking at the pictures, and using reports outlining the types of damage seen from the storm, the building/wind codes could then be checked for their effectiveness. After performing a wind loading analysis on houses similar to those seen in the selected pictures, and using the wind code provisions of ASCE 7-98, calculations show a substantial increase in local wind pressure to various zones of the roof. High pressure zones of the roof included the ridges of the gable and hipped style roofs, as well as the corners and the edges. More emphasis needs to be placed on the installation of the clay tiles (mandated by certain deed-restricted subdivisions of Punta Gorda). If the tiles are ripped off from the wind, then the roof sheathing becomes exposed to the environment, and if this becomes damaged, rain leaking down into the interior of the house would cause additional damage.
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Components and cladding.
Main wind force resisting system.
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D ))356 &rnr #1nrr n &r'rn08nnnrrr '&r* rr'''nr&rn *r#n nnnrrrnnn^^^^^D; nIrrrrr( rrr r&IK %nnnrnr1 &rn n_r1+n0B4&rn& nr& r.#

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))356 '6r/r -. rrr&r r9r rK 3; rrK ]J"\A' >; rr K A; nrr9r r9 K [/-rrr" D; r,r r& ;X9nrnnn#n #rCnnX"8rrnn &nnr rn0 ; rr9rr r X9nr#r''&0 ?rr rrrr r rK [1n# nr& rn 0 B; rrrr rr rrK [ ?&rK r#nn&nn&rn &n'nr n&n55nrr*nn r 'nr0 4; nrrrrr rr& r&K En1nnr ; rrr r K ( r,1N7&7N 7&. X3AJ 5; rr r rrK D/3

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B ))356 ; rrr rrr K 3AJ 3; rrrr&r rr Knr r9r rK [/-" -*. rrrr rrrr K ; r<&r r& rK17C 8.r'rrr rrr rrK [1nnn#''rnn r 4; r rrr r&Ir'K -" ; ?rrr rr rIrr rr rrr9rK [+^-n 'rrnr0&n#& nr09* 'nnr0 5; nIrrrrr( rrr r&IK %?

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4 ))356 '8'r/r ; rrr&r r9r rK [ 3; rrK nrr rn#n#&nn1&*& 9*n#rrnn rnnr9& nDC4J' &1n]J# #&rn0 >; rr K ,nn*n##'nr nn &rn1#nDC4J&rnr# 0 A; nrr9r r9 K n?n0n&'nrnrnnr#rr 1nrnr08rnr rrnnr0 D; r,r r& .K 9nrnnn#n #rCnnX[rnnr&r nn0!&* nnr#n0)n'' n &&n #nnn1n&n &rnn0)n nnnrnnr&rn&09n r&r nrnrn&r1nr 0[ rnnrrn 1#n<'r&nnnnnr nn&rr rnn1nr*r
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))356 4; nrrrrr rr& r&K % ; rrr r K ( r,1N7&7N 7&.K )nn&rn3; rrrr rrrr K =n & ; r<&r r& rK =n & 3; r'rrr rrr rrK 9#r*0 >; r rrr r&Ir'K 8rnr-r A; ?rrr rr rIrr rr rrr9rK )nnr nnnnr&#nrn*nr nrr08rn 'r&r'nnrnnnnr1 &nnr n#&n0rn&nrrrnr nrrnr

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35 ))356 rn*nrnrrr&r08n nrnnn00n 08nnrn nnnr00' #08r& r&r'*n#rn 09&r nr&r&&nr nr19rnn#nnr r1 nnnr'1&'rn&r# &rnrn '&1nn#n'&nnr nrr09rnn nr''rnrrDn51&&r *nn nn&rn09r&n&' 'rr nnnnnn&n r1&rn '&.n# &0D; nIrrrrr( rrr r&IK %0

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3 ))356 'n*)1+0 1n'n"'r nn nn0 A0'nCr#rrn rnn355A-" 355A-"08nrn-" nnr rnnrrn-C89"n" 8r9nnr )Z-n+rnr0 D08-C89)'*rrnr rnnr rnnrnZrnrn n Or nr#nnOnnOr* n0 0-r*rnnrnnr 'nrr -r09nrnrnnr nnr0 B08rnrn0rnrr 'nnnrr0 nnrnn*&rn'rr rrr* (rn0 409n''rnrr*n rnr''1 &rnn'''rnrn nr1n n#'#0)n'#rn nn' & r'0 0nnn-r!#r0&nnr(nr0 50"'&AC3n4C30 0nn-r!#r0n r0 30-r!#r0&nr (nr0

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33 ))356 >0%nnr(nr0" r' 4n0<5n0 / 0-r!#r0"&nr030-r!#r0>0-rrnr"-rrr" 0 A08-rrr"rrrnr *r&r'nn "08&355A"n'nn *r&08 n& r*rrn355*r n"0 D0 &rnn-r!#r0 n*)-

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3> ))3)rr%rrnnrnn#'n#& nr'1r ''(n:';1rn"+B4n r'n rr''C#&rn'r n5Qn>5Q1 rnn(n5n08 rrnn nnrr-rD:'A;0

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3A ))3568#0/r+<'01&rn) !rn3n>5n0:EF35'; rr'35 )!rn3n>5 n0 +<' +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;4 34 3B D 3 A 3 3: D A A A 3::;4 D D> D A A A >:*;%C %C4 %CB %CBA +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;> 3 3 3D 3 3D 3: A> 3 A 3 A 3::;> A> 3 A 3 A >:*;%C4 %CD %CD

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3D ))356 8#03/r+<'0"1&rn) !rn3n0:EF35'; rr'35 )!rn3 n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;3 >A >> 4 >3 B >3 3::;3 B D 4 D B D >:*;%C %C5A %CD %C5 +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr; > D > D > 3::; D3 D A D A >:*;%C43 %CB4 %CB4

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3 ))356 8#0>/r+<'0"1&rn) !rnDn0:EF35'; rr'35 )!rnD n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;3 >A >> 4 >3 B >3 3::;3 B D 4 D B D >:*;%C %C5A %CD %C5 +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr; > D > D > 3::; D3 D A D A >:*;%C43 %CB4 %CB4

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3B ))356 8#0A/r+<'0"1&rn) !rn35n0:EF35'; rr'35 )!rn35 n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;3> > 3 >D >A 4 >A 3: B 3 > 4 5 3: %CB> %CB> %CB> >:;3> B 3 > 4 5 >:*;%C3> %C %C5 %CD +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;B >> >> >> 3: D> 3: %CB> %CB> >:;B DD D> D> >:*;%C4B %C4> %C4>

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34 ))356 8#0D/r+<'0"1&rn) !rn3Dn0:EF35'; rr'35 )!rn3D n0 +<'" r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;3A >4 33 >B 35 > >D 3::;3A B 33 B3 35 3 >:*;%C3 %C %C5 %C55 +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;B >A B >A B >A 3::;B DB B DD B DD >:*;%C %C4B %C4B

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3 ))356 8#0/r+<'0"1&rn) !rn>5n0:EF35'; rr'35 )!rn>5 n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;3D > 33 >4 3 >B 35 >B 3: 33 BD 3 35 D 3::;3D 4> 33 BD 3 35 D >:*;%C>A %C3 %C5 %C5A +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;4 > B >D B >D 3::;4 5 B DB B DB >:*;%CD %C %C

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>5 ))356 8#0B/r+<'01&rn) !rn3n>5n0:EF5'; rr'5 )!rn3n>5 n0 +<' +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;>D534A43AB3DA 3:5D34D34B3D43 3::;>5D34D34B3D43 >:*;%CB5%CD>%CA5%C > +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;3> AD 33 AD 33 AD 3: B 33 B> 33 B> 3::;3> B 33 B> 33 B> >:*;%C35 %CD %CD

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> ))356 8#04/r+<'0"1&rn) !rn3n0:EF5'; rr'5 )!rn3 n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;>4 5 >A D4 >3 DB >5 D 3:4 3B >A D >3 5 >5 55 3::;>4 3B >A D >3 5 >5 55 >:*;%C35 %C4 %CB5 %CD +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;34 DD 3B DD 3B DD 3::;34 3 3B 44 3B 44 >:*;%CA %C> %C>

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>3 ))356 8#0/r+<'0"1&rn) !rnDn0:EF5'; rr'5 )!rnD n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;>4 5 >A D4 >3 DB >5 D 3:4 3B >A D >3 5 >5 55 3::;>4 3B >A D >3 5 >5 55 >:*;%C35 %C4 %CB5 %CD +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;34 DD 3B DD 3B DD 3::;34 3 3B 44 3B 44 >:*;%CA %C> %C>

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>> ))356 8#05/r+<'0"1&rn) !rn35n0:EF5'; rr'5 )!rn35 n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;A5 A >B 3 >A >3 5 3:D >B 33 >A 3 >3 5 3:5 %C>5 %C>5 %C>5 >:;A5 >D >B 33 >A 3 >3 5 >:*;%C3 %CB %C45 %C +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;>5 D4 34 D4 34 D4 3:5 B 34 > 34 > 3:5 %C>5 %C>5 >:;>5 B 34 > 34 > >:*;%CDD %CA4 %CA4

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>A ))356 8#0/r+<'0"1&rn) !rn3Dn0:EF5'; rr'5 )!rn3D n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;A3 B >4 D >D A >> > 3:4 34 >D 4 >> 3: %C> %C> %C> >:;A3 A >4 34 >D 4 >> >:*;%C33 %C35B %C4 %CBB +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;> >5 >5 3: 53 >5 4 >5 4 3: %C> %C> >:;> 53 >5 4 >5 4 >:*;%C3 %CDD %CDD

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>D ))356 8#03/r+<'0"1&rn) !rn>5n0:EF5'; rr'5 )!rn>5 n0 +<'" +9%+,+:'; r 25 (0n035 (0n0>D (0n0D5 (0n0 :rnr;AA B5 A5 4 >B >D D 3:> >B 33 >D D 3::;AA AB A5 >> >B 33 >D D >:*;%C3>4 %C3D %C %C4A +9%+,+:'; r 245 (0n055 (0n0355 (0n0 :rnr;>3 A > > > > 3:3 5 > 53 > 53 3::;>3 5 > 53 > 53 >:*;%C4 %C %C