Recent Wind-Induced Disasters and Full-Scale Storm Simulator To

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Recent Wind-Induced Disasters and Full-Scale Storm Simulator To Recent Wind-induced Disasters and Full-Scale Storm Simulator to Minimize Future Wind-Related Disasters Yukio Tamura [email protected] Program Coordinator, Win Engineering JURC, Tokyo Polytechnic University Professor, School of Civil Engineering, Beijing Jiaotong University Strong Wind Events Monsoon Extra-tropical Cyclone Tropical Cyclone (Typhoon, Hurricane, Cyclone) Tornado Downburst Dust Devil Gravity Wind (Katabatic Wind) etc. From the Past to the Future The past is history. The future is a mystery. And this moment is a gift. That’s why it’s called the present. The past is history. Japan Wind-induced Damage to Tall Buildings Typhoon Muroto Sep. 21, 1934. Shiten’noji 5-story Pagoda 47.8m-high (Wooden Structure) Max Peak Gust > 60m/s 1934 (Osaka, Japan, ASAHI NEWS PAPER Italy Wind-induced Damage to Tall Buildings Mole Antonelliana (Turin, Italy, 1953) LA DOMENICA DEL CORRIERE “The Mole Antonelliana collapses. An extraordinary wind storm occurred in Turin on May 23, 1953, breaking off the spire of the famous monument, and causing the collapse of a 45-meter length. The Mole Antonelliana was the tallest masonry building in Europe (167.5m)” 1953 Bangladesh Cyclone Bhora November 7 – 13, 1970 India, East Pakistan (Bangladesh, 1971) Recorded 1min Mean: 57m/s Pressure: 966hPa Economic Loss: 0.46B USD Fatalities: 300,000-500,000 1970 Japan Damage due to Typhoon 7513 Hachijo-Island Max Recorded Peak Gust 67.8m/s 1975 TYPHOON 7513, 1975 5 Bangladesh Tornado Disasters in Bangladesh 300/year Statistics in 36 years (1961 – 1996) Total Fatalities: 10,766 Total Number of Tornados Recognized: 199 Fatalities > 100 people : 20 Tornados Fatalities > 500 people 7 Tornados Ex. Tangail Tornado 1996: 700 Fatalities Manikganj Tornado 1989: 1,170 Fatalities And this moment is a gift. Pressures acting on a low-rise building (Wind Tunnel Test, Shimizu Corporation) Increase of Wind Forces due to Openings - + + - (Vertical Section) Increase of Wind Forces due to Openings - - + - - (Plane Section) Japan Yamaguchi Information and Art Center, Typhoon Songda in 2004 2004 Completed in 2003, Japan Japan Damage to Steel Roof SPring-8, Hyogo-ken, Japan Typhoon Chaba , 2004 S Dimples D S 2004(Kyodo) Striations Japan Membrane Damage to Dome Structure Typhoon Songda(2004) ・Wooden Truss ・Glass Fiber Teflon Lined (t = 0.8mm) 2004 Japan Damage due to Typhoon Tokage October 20, 2004 Hiroshima Engineered Non-engineered 2004 Japan Nobeoka and Saroma Tornados Debris Impact Nobeoka (Sep. 17, 2006) Saroma (Nov. 7, 2006) 2006 Damage Chain - Impacts of Wind-borne Debris - Damage to Openings/Cladding/Components - Sudden Change in Internal Pressure Damage Correlation (Uematsu, 1992) Bangladesh Cyclone Sidr, November 15, 2007, Bangladesh Fatalities/missing: 4,234 Family Affected: 2,064,026 Lowest Pressure: 944hPa People Affected: 8,923,259 Houses Damaged: 1,518,942 Peak Gust: 62 - 66m/s Crops Damaged (acre):2,472,944 69m/s(BMD)Trees Destroyed: 4,065,316 Disaster Management Information Centre Disaster Management Bureau (DMB) Ministry of Food and Disaster Management T. Hayashi (2009) 2007 USA Temporary Shutdown of Nuclear Power Plants by Tornado April 16, 2011, Dominion Virginia Power, Surry County, Virginia, USA : 2 reactors shut down April 27, 2011, Browns Ferry Nuclear Plant, Athens, Alabama, USA : 3 reactors shut down Knock-down of external power lines Back up generators kicked in at the plant 2011 Tsukuba Tornado (JMA F3) Japan May 6, 2012 Blow-off of Second Floor Roof Weight of 2F DueLift-up to Window Critical Roof PaneWind Breakage Speed W = 81kN = 7.575m VLU = 77m/s56m/s D ベランダ 2012B = 10.91m Koshigaya Tornado(F2) Japan September 2, 2013(around 2:00pm) Blown-Off of a Light Weight House Overturning W.S. 49m/s Lift‐up W.S. 59m/s More than 50m/s 2012 The Philippines Typhoon Haiyan (Yolanda in Philippines) Nov. 8, 2013 Death & Missing 7,986 NDRRMC (2014/01/14) Nov. 11 21:00 Lowest 895hPa Nov. 4 9:00 November 8, 2013 Max 3s gust 57 m/s (observed) 2013 Max 3s gust 78 m/s (estimated) Meteorological InformationThe Philippines JTWC: 105 m/s(3s Peak Gust) 87.5m/s(1min Mean) JMA:Typhoon 895 hPa(2013/11/8) Position Table 65 m/s(10min Mean) 90 m/s(3s Peak Gust) NDRRMC:SWB 76 m/s(3s Peak Gust) Recorded Maximum Wind Speed and Lowest Pressure (PAGASA) Roxas City, Capiz: 57 m/s(3s Peak Gust) Guiuan, Samar: 910 hPa(2013/11/8/5:00) 78 m/s(3s Peak Gust) 2013 Estimated from Pressures Meteorological InformationThe Philippines Tacloban Airport Weather Station Early Morning, : All records were lost due to a November 8, 2013 7m-high storm surge Visual Observation : 65~69 m/s (3s Peak Gust) by an Officer: 2013 Bending Deformation of RebarsThe Philippines Tanauan, Leyte Evaluated Peak Gust: 65m/s~70m/s 2013 The Philippines Tanauan School of Craftsmanship Tanauan, Leyte - Low strength of CHB wall - Insufficient connection to substructure External Pressure on Gable-end Wall -Large + Resultant Force Inside View Negative Internal Pressure due to Jalousie Windows 2013 Damage to Roof The Philippines Eastern Visayas State University Tanauan, Leyte Completely Destroyed Buildings 2013 The Philippines Eastern Visayas State University Tanauan, Leyte - Gable End Stiffener - Appropriate End Finishing Debris Imprints 2013 (by Japanese Government Aid) The Philippines Sagkahan National High School Palo, Leyte End Stiffener Appropriate end finishing Almost no damage 2013 (by Japanese Government Aid) The Philippines Basey Central II Elementary School Basey, Samar Gable End Stiffener Debris Imprint Right: Serious Damage to Roof (by Japanese Government Aid) Minor Damage 2013 Leyte Convention CenterThe Philippines Palo, Leyte Beam Support Beam Support Collapse Leeward Frames (High Stiffness) 2013 WindwardWindward FramesFrames Leyte Convention CenterThe Philippines Palo, Leyte Ventilating Openings Windward Frame 2013 EGS Contact Center The Philippines Palo, Leyte Windward Gable End 2013 India Cyclone Hudhud October 7 – 14, 2014 Pressure: 960hPa (Min. estimated 937hPa, JTWC) Wind Speed: 55m/s (3s Gust, Indian Met. Dept.) 49m/s (3min mean) 2014 India Cyclone Hudhud October 7 – 14, 2014 Fatalities 96 Economic Loss 11 BillionUSD Affected Area ・Andaman and Nicobar Islands ・Andhra Pradesh ・Odisha ・Chhattisgarh ・Madhya Pradesh ・Uttar Pradesh ・Nepal Damage to Buildings (1) Light Roofs (2) Glass Facades (3) Canopy Roofs of Gas-stations 2014 (Achal Mittal, CSIR-CBRI Roorkee) Japan The Number of Fatalities due to Natural Hazards in Japan Great East Japan Earthquake 2011 7,000 Makurazaki Typhoon 1945 Nankai Earthquake 1946 Kobe Earthquake 199519,100 6,000 Typhoon Kathleen 1947 Fukui Earthquake 1948 5,000 Tohyamaru Typhoon 1954 Kanogawa Typhoon 1958 4,000 Isewan Typhoon 1959 Disaster Countermeasure 3,000 Basic Act 1961 2,000 1,000 0 1950 1960 1970 1980 1990 2000 2011 (Disaster Prevention White Paper, Cabinet Office, Japan, 2008) Japan The Number of Fatalities 1951-1990 (Fukumasa, 1992) The Number of Fatalities The Number ←The Os Index of Typhoon Size and Intensity Japan Total Collapse Ratio of Wooden Houses Based on Hayashi & Mitsuta (1992) and Ishizaki et al.(1970) 100% V 5 T7709 T7513 T6618 10 T6816 Before 1980 T5915 1 T7705 0.1 Wooden Houses 0.01Wooden T9119 Total Collapse Ratio of Total 0.001 10 2030 50 70 100 Peak Gust V (m/s) Japan Rate of Damaged Residential Houses due to Typhoon Mireille (T9119) General Insurance Rating Organization of Japan (1998) Wind Speed (3s Damage Rate gust) Vp (m/s) R (%) 20 0.0086 30 0.1800 40 1.6000 50 8.7000 60 34.00000 (Cost of Damage > 200,000JPY) Japan Reduction of the Number of Fatalities Reasons Improvement of Quality of Houses Development of Weather Forecast and Typhoon Prediction Techniques (Weather Satellite, Computer Simulation) Development of Communication Technology such as TV, Internet, Cell-phone → Reduction of Fatalities Development and Improvement of Disaster Prevention Measures Development and Improvement of Infrastructures such as Rivers, Ports, Roads, etc. Development of Wind Resistant Design Methods Toward More Realistic Experiments Active Multi-fans Wind Tunnel Miyazaki University (1997) Unsteady Flow Simulation Control of Turbulence Scale 99 fans Wind Speed Wind Pressure 45 (Cao et al.) Active Multi-fans Climate Wind Tunnel Tokyo Polytechnic University (2010) Environmental Field - Individually controllable 48 fans - Velocity, Temperature, Humidity ・Skin Temperature ・Sweating ・Brain Waves ・Heart Rate ・Human Comfort 46 Jules Verne Climatic Wind Tunnel (CSTB) Rain 200mm/h Max. Wind Speed 80m/s Snow 200mm/h (10m×10m) Jules Verne Climatic Wind Tunnel (CSTB) Wind Resistance ・Full-scale Low-rise Houses ・Roofing ・Walls Aerodynamic characteristics ・Train ・Car Combined Phenomena ・Rain ・Snow ・Solar Heating Toward “Full-scale” Simulation - 50y, 100y, 1000y-recurrence Very Rare Events : being under-controlled The Three Little Pigs’ Project, UWO G. Kopp et al., 2008 Wall of Wind: University of Florida Rain! F. Masters, K. Gurley and D. Prevatt, 2008 Wind Storm Generator Institute for Business and Home Safety (IBHS) Research Institute, Chester, SC, USA (2010) Test Chamber Plan = 44.2m44.2m Height = 18.2m IBHS Research Institute Max Wind Speed 53m/s: Category 3 Hurricane F2 Tornado IBHS Research Institute ・105 Axial Flow Fans - 350hp/each - Φ=1.68m ・3 layers and 5 columns: 15 cells are independently controlled. ・30Mega Watt (100KV Transmission Line) Wind Engineering, Energy & Environment (WindEEE) Dome University of Western Ontario, Canada (October 17, 2013) Inner Dome Diameter: 25m Outer Return Dome Diameter: 40m Tornado-Like Flow: 6m Equivalent of
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