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Surge Wave Loading onWood StructuresJebediah Wilson, Former Graduate Student
Rakesh Gupta, ProfessorDept. of Wood Science and Engineering
Oregon State U.
John van de Lindt, Professor and Drummond ChairDept. of Civil Engineering. U. of Alabama
Daniel T. Cox, ProfessorDept. of Civil Engineering, Oregon State U.
2010 SWST International Convention, Geneva, Switzerland
THE STORY OF THIS PROJECT STARTED AFTER HURRICANE KATRINA…………………WHERE….
Florida
Texas
New Orleans
……THIS KIND OF STRUCTURAL DAMAGE…….AND….
TOTAL STRUCUTRE COLLAPSE ROOF COLLAPSE
ROOF SHEATHING FAILUREPORCH COLLAPSE
.......... AND DAMAGE CAUSE BY SUEGE WAVES WHERE…
5
A HOUSE ABOUT 1 KM FROM THE COAST
…….WHOLE STRUCUTRES WERE WIPED OUT OFF THEFOUNDATION NEAR THE COAST LINE.
SURGE WAVE DAMAGE BY Asian Tsunami (2004)
http://www.geology.um.maine.edu/geodynamics/...www.waveofdestruction.org/tsunami-photos 6
SURGE WAVE………………..AND……………….DAMAGE
SURGE WAVE DAMAGE BY Hurricane Ike (12AM, 13 Sept. 2008, Galveston, TX)
HOUSTON
What damage wascausedby Hurricane Ike?
THIS IS HOW THE HOUSE SURVIVED…….BY…..
DOING WHAT THE ENGINEERS SPELLED OUT
AND
PAYING ATTENTION TO DETAILS
........................Mike Riley
We got NSF Funding ($75,000):
To look into: Wave Loading on Residential Structures
PI – John van de Lindt, Colorado State U.(Graduate Student – Rachel Garcia)Co-PI – Rakesh Gupta(Graduate Student – Jebediah Wilson)
Overview of Research ApproachDesign of Scale House
Testing in a Wave Basin
Full Scale Testing at CSU
Relate Test Parameters to Damage
Objectives:1. To measure forces on a 1/6th scale
wood framed structure.2. To evaluate qualitatively the
structural response to different loading conditions and structural configurations.
12
Literature ReviewCity and County of Honolulu Building Code
Gives general guidelines to design for wave loading
It deals with multiple aspects of wave forces:
Surge force FS = 4.5 ∙ ρ ∙ g ∙ h2
Some evidence indicates this code over predicts forces.
13
Literature ReviewThusyanthan and Madabhushi (2008) Model coastal Sri Lankan structures scaled at 1:25
Compared standard design to tsunami resistant design
Openings and raised house reduced loading enough to prevent structural failure (remember Mike Riley whose house survived Hurricane Ike!)
14
Literature ReviewBuilding Code in the USA (ASCE/SEI 07-05)
~ 60 pages on Wind Loading
> 100 pages (12 Chapters) on Seismic Design
5 pages on Flood Loading, only 2 pages which are specifically on Wave Loading
15
We did Initial Study in 2007 Summer
Tested 1:36 scale model
Tested by student Jason Miles
Purpose: To make recommendations for 1:6 scale tests
Vertical Loads During Wave Impact
-10
-5
0
5
10
15
20
2.5 2.55 2.6 2.65 2.7 2.75 2.8 2.85 2.9 2.95 3
Forc
e (lb
)
Time (s)
Typical Impact Forces
Front SensorRear Right SensorRear Left Sensor
T
C
EXPECTED RESPONSE
Wave Lab Floor Plan and Elevation
Length: 48.8 m (160 ft)
Width: 26.5 m (87 ft)
Depth: 2.1m (7.0 ft)
27
Experimental conditions tested: Increased surface area for loading Closed and open windows Elevated structure Open crawl space and closed crawlspace Varying wave magnitudes
1.0m or 1.1m water depth 10cm, 20cm, 30cm, 40cm, 50cm, 60cm wave heights
Wave Lab Tests
29
Test Matrix
142 Wave Lab Trials
Wave Ht. (cm) 0-1.0-WC-F-NE 0-1.0-WO-F-NE 0-1.1-WC-F-NE10 2 0 220 2 4 430 2 0 240 4 3 450 2 0 260 3 5 2
Total → 15 12 1643 Total Trials
KEY90 = 90° Orientation0 = 0° Orientation1.0 = 1.0 m water depth1.1 = 1.1 m water depthWO = Windows open WC = Windows closedF = FlashedNF = Non-FlashedE = Elevated structureNE = Non-Elevated Structure
Wave Ht. (cm) 90-1.0-WC-F-NE 90-1.0-WO-NF-NE 90-1.1-WC-F-NE 90-1.1-WO-NF-E 90-1.1-WC-NF-E10 0 2 2 0 220 0 4 2 7 730 0 3 2 2 040 8 4 2 8 950 0 1 2 2 260 7 4 2 3 10
Other 0 0 2 0 015 18 14 22 30Total →
99 Total Trials
30
Results & Discussion
40 cm Wave
House Orientation:0-1.0-WC-F-NE
34
Tension
Compression
RAW DATA – EXPECTED RESULTS
Results & Discussion Behavior of 1/6th Scale Structure – ELEVATED STRUCTURE
36Uplift predominant force w/ water beneath structure
Results & Discussion Behavior of 1/6th Scale Structure – NON-ELEVATED
37Expected Behavior – Overturning Moment
Results & Discussion Behavior of 1/6th Scale Structure(Windows Closed versus Windows Open)
0-1.0-WC-F-NE
0-1.0-WO-F-NE
0
500
1000
1500
2000
2500
0 10 20 30 40 50 60 70
Forc
e (N
)
Wave Height (cm)
38Force Windows Closed ~ 2.4 X Force Windows Open
Conclusions Experimental setup was effective at measuring force
Uplift predominant force w/ water beneath structure
Predominant force – Overturning Moment
Force Windows Closed ~ 2.4 X Force Windows Open
39
Conclusions - Recommendations
Simplified structure - isolation of single variables
Higher repetition of trials
Better Instrumentation
40
Next Step... NSF Funding.......Dan Cox & RG (OSU) / John van
de Lindt (CSU) / Francisco (TAMU-K) ($375K)
NEESR II: Reducing damage risk to coastal structures by understanding tsunami behavior around structures
- Test 12’ wide transverse walls - Test 8’ X 8’ shear walls
Testing completed……Data Analysis in Progress
Materials and MethodsClosed and Open Windows
0° Orientation – Flashed Baseplate – Non-Elevated Structure
Closed Windows
Open Windows
45
Materials and MethodsStructural Irregularities
90° Orientation – Windows Closed – Flashed Baseplate – Non-Elevated Structure46
Materials and MethodsElevated Structure
90° Orientation – Windows Open – Non-Flashed Baseplate – Elevated Structure47
Materials and MethodsOpen Crawlspace
90° Orientation – Windows Open – Non-Flashed Baseplate – Non-Elevated Structure48
Materials and MethodsClosed Crawlspace
90° Orientation – Windows Closed – Flashed Baseplate – Non-Elevated Structure49