damage investigation following hurricane irma in florida · damage investigation following...

50
SLIDE 1 Damage Investigation Following Hurricane Irma in Florida David O. Prevatt, Ph.D. Kurtis R. Gurley, Ph.D. Chris Ferraro 9 October 2017 Tallahassee, FL

Upload: trandan

Post on 21-Jun-2018

227 views

Category:

Documents


0 download

TRANSCRIPT

SLIDE1

Damage Investigation Following Hurricane Irma in Florida

David O. Prevatt, Ph.D.Kurtis R. Gurley, Ph.D.

Chris Ferraro

9 October 2017Tallahassee, FL

SLIDE2

Outline of Presentation

• Hurricane Irma Description & Florida Impact • UF’s Damage Survey Protocol & Participants• Irma’s Peak Winds & FBC Design Wind Speed • Preliminary Damage Observations (Exterior)• Summary and Next Steps

Hurricane Irma’s Impact in Florida

• Landfall in Two landfalls on Florida:– Cudjoe Key, FL à 106 mph gust wind speed at Big Pine Key (9/10/17)– Marco Island à 130 mph (9/10/17: 3:35 pm) at Police Department

• Affected Florida from 10 – 12 Sept. 2017– 116,000 persons in 530 shelters– 11 fatalities (including 8 elderly persons in nursing home AC accident)– Power loss affects ~ 3 million customers– Storm surge and flooding in Miami, the Keys, Everglade City and Naples

SLIDE5

3-sec gust wind speed contour Map (Applied Research Assoc.)

SLIDE6

180

170

160

150

130

140

State of Florida’s Design Wind Speed

Category II (3-sec. gust)

UF Damage Assessment Survey • Objective: To Investigate structures in regions experiencing hurricane force

(Cat 3 wind speeds) • Focus à mainly single family houses, some multi-family

– Wind damage– Water intrusion– Storm Surge effects

• Approach:– Ground survey used smartphone app: Fulcrum (www.fulcrum.com)– Aerial survey of specific areas– Conducted in 5 days – 9/12 – 9/17

• Collaborated with National Science Foundation RAPID survey – Led by Notre Dame University– Researchers from FIU (Miami) and FIT (Melbourne), Auburn University– International: James Cook University (Australia), Western University (Canada)

• Coverage: 1,100 structures – 5,000 photographs of exterior building damage– 3D Point Clouds and information on structures

SLIDE8

Data Collection Methodology• Modified Applied Technology Council ATC-20 survey form on smartphone app• All data collected and stored in central server • Photographs and data uploaded once app is synced• GPS location automatically established and address autofilled

SLIDE9

Sample Fulcrum Database

SLIDE10

Wind Speed Estimates & FBC Design Wind

SLIDE11

Jacksonville &St Augustine

Miami

Marco Island

Islamorada to Key West

Naples

Fort Myers

Everglades City and Chokoloskee

Preliminary Surveys

SLIDE12

Jacksonville &St Augustine

Miami

Marco Island

Islamorada to Key West

Naples

Fort Myers

Everglades City and Chokoloskee

180

170

160

150

130

140

State of Florida’s Design Wind Speed

Category II (3-sec. gust)

SLIDE13

Damage Observations

Jacksonville, St. Augustine: • Tornado touchdown – wind speed 130 mph• Coastal erosion along AIA highway• 46 structures surveyed• Most damage moderate

House #1Yr Built: 1982

SLIDE15

Extensive roof structure damage (from 130 mph tornado)

SLIDE16

SLIDE17

Soil erosion due to storm surge and wave action

SLIDE18

Underpinning

SLIDE19

Miami:• Estimated wind speed: 83 mph• Generally minor roofing damage • Failed ridge caps on clay tile roofs • 19 structures surveyed

SLIDE20

House #2 Yr Built: 1968 (Ridge Cap Damage)

SLIDE21

Naples:• Estimated wind speed: 100 mph• Minor roof damage observed on roof cover• Severe roof damage to mobile homes• Minimal damage to site built structures• 83 structures surveyed

Mobile Homes

SLIDE22

Damage to Structures in Naples, FL

Stick Built Homes

Mobile Homes

Site Built Houses

SLIDE23

House #3, 4 & 5Yr built: 1984

SLIDE24

House #6: Yr Built: 2001(Asphalt Shingle Roof Damage)

SLIDE25

Marco Island:

• Estimated wind speed: 108 mph• Minor roof damage observed on roof cover• Houses have high quality.• 215 structures surveyed

SLIDE26

House #7: Yr Built: 1970(Asphalt Shingle Roofing Damage)

SLIDE27

House #8: Yr Built: 2002(Clay Tile Roof Damage)

SLIDE28

Value of Aerial Surveys

SLIDE29

Damaged clay tile roof on 10-story condominium, Marco Island

Wind Damage Assessment: Example ApplicationsHurricane Irma 2017: Gr0und and aerial

SLIDE31

SLIDE32

Storm Surge Damage

SLIDE33

Everglades City:• Estimated wind speed: 110 mph• severe storm surge • minor wind damage on roof cover• 83 structures surveyed

SLIDE34

House #10(Minimal exterior damage

Severe storm surge damage)

SLIDE35

House #10(Interior photo showing

damage from storm surge)

SLIDE36

House #11(Failed masonry piers)

SLIDE37

Chokoloskee:• Estimated wind speed: 110 mph• severe storm surge • minor roof cover and wall cladding damage• 40 structures surveyed

SLIDE38

House #14(Minor wind damage, Big Pine Key)

SLIDE39

House #14(Interior photo for

house in Big Pine Key)

SLIDE40

House #14(storm surge inside)

SLIDE41

House #12(Vinyl siding damage)

SLIDE42

Islamorada to Key West:• Estimated wind speed: 116 mph• Wide spread roof cover damage• Also storm surge damage widespread• by FIU and FIT researchers • 513 structures surveyed

SLIDE43

House #13: Yr Built: 2007(Vinyl siding & asphalt shingle roof damage)

SLIDE44

Analysis

SLIDE45

1. WindLoad ∝ WindSpeed /(𝑖𝑠 𝑝𝑟𝑜𝑝𝑜𝑟𝑡𝑖𝑜𝑛𝑎𝑙 𝑡𝑜)

DEFINITION: Windloadratio =ActualWindLoad𝐷𝑒𝑠𝑖𝑔𝑛𝑊𝑖𝑛𝑑𝐿𝑜𝑎𝑑

3. WindLoadRatio = QRSTUVWXYZ[\]]Z^_`abcdacefg__e

/×100%

• Next Slide à Comparing Actual Load vs. Design Load(approximately based on wind speed)

Structural Damage to Wind Speed Relationship

SLIDE46

180

170

160

150

130

140

State of Florida’s Design Wind Speed

Category II (3-sec. gust)

Surveyed RegionExample House

NumberZip Code of

HousesDegree of Damage Year built

Actual Wind Speed(3-sec peak gust )

Design Wind Speed

(Category II)

Wind Load

Ratio (%)

Jacksonville and St Augustine 1 FL 32080 Severe

(Tornado) 1982 130 (EF2 Tornado) 132 97

Miami 2 FL 33135 Minor 1968 83 168 24

Naples3, 4 and 5 FL 34113 Severe

(Mobile Homes) 1984 100 166 36

6 FL 34113 Minor 2001 100 166 36

Marco Island7 FL 34145 Minor 1970 108 169 41

8 FL 34145 Minor 2002 108 169 41

Everglades City

9 FL 34139 Moderate — 110 163 46

10 FL 34139 Severe(surge) — 110 163 46

11 FL 34139 Moderate(surge) — 110 163 46

Chokoloskee 12 FL 34141 Moderate — 110 164 45

Islamorada to Key West

13 FL 33042 Moderate(wind & surge) 1998 116 180 42

14 FL 33043 Moderate(surge) — 116 180 42

Wind Load Ratios & Damage at Survey Sites

Summary & Next Steps• Hurricane Irma was not a design level wind event

• Wind loads ranged from 25% to 97% of design levels• More vulnerable structures in North-Central Florida (lower design wind speeds)

• The question: Should any structures have failed?• Florida structures generally performed okay • The more severe damage more likely in older structures

• However, our preliminary survey à exterior damage only• Storm surge damage & costs high in low-lying areas• Future Work Proposal:

• Conduct interview with home owners to:• Capture & quantify distribution and extent of interior damage• Estimate of repair costs & time and evacuation

• Assess homeowner opinions on retrofit & strengthening home• Capture effects of water intrusion & storm surge

SLIDE49

AcknowledgementWe gratefully acknowledge financial support of the Florida Building Commission

We wish to acknowledge the National Science Foundation RAPID Award through Notre Dame University

Researchers and Student Participation: • Florida International University (Miami, FL)• Florida Institute of Technology (Melbourne, FL)• University of Western Ontario (Canada)• James Cook University (Australia)• Auburn University

SLIDE50

Thank You and Questions?

David O. Prevatt@davidprevatt2