5/31/2022 REALITIES IN THE PHILIPPINES o o o o RP’s geographical location RP as an archipelagic country Emerging global concerns Limited resources The Philippines is one of the most disaster-prone countries in the world !!! Photos:www.google.com 2 1 5/31/2022 Types of Disasters (CRED) 1. Climatological – events caused by long-lived/meso to macro scale processes (in the spectrum from intra-seasonal to multi decadal climate variability i.e., extreme temperature, drought Photos:www.google.com 3 Types of Disasters (CRED) 2. Biological – disaster caused by the exposure of living organism to germs and toxic substances i.e., epidemic, insect infestation Photos:www.google.com 4 2 5/31/2022 Types of Disasters (CRED) 3. Hydrological - events caused by deviations in the normal water cycle and/or overflow of bodies of water caused by wind set-up e.g., flood Flashflood during Typhoon Pablo that wiped out entire community, Compostela Valley, 2012 Photo:www.google.com Photo:www.google.com Severe Flooding During Habagat, Manila, 2012 Heavy Rains Caused Landslide, Cherry Hills, Antipolo City, 1999 Photo:wslopez 5 Types of Disasters (CRED) 4. Meteorological – events caused by short-lived/small to meso scale atmospheric processes (in the spectrum from minutes to days) e.g., typhoon Typhoon Reming, Albay, 2006 Typhoon Milenyo, MM, 2006 Photo:dpwh tfbbi,2006 Photo:www.google.com 6 3 5/31/2022 Types of Disasters (CRED) 5. Geophysical – events originating from solid earth e.g., volcanic eruption, earthquake July 16, 1990 M7.8 EQ, Baguio City, 1990 Photo:www.google.com Mt. Pinatubo Eruption, 1991 7 Geologic Setting 8 4 5/31/2022 Geologic Setting The earth’s outermost shell consists of large blocks called tectonic plates, which drift and move with respect to each other, at the rate of several centimeters/year. Earth’s Interior 9 Major tectonic plates Continental Tectonic Plates Eurasian North American Pacific IndianAustralian African South American Antarti c (From Plummer et al 1997, as modified from W. Hamilton , USGS) 10 5 5/31/2022 Earthquake Facts 1. Largest EQ since 1900 – May 22, 1960 Valdivia M9.5 EQ, Chile Hawaii Photos from USGS Japan 11 Earthquake Facts 2. Deadliest EQ since 1900 – December 2004 M 9.1 Sumatra EQ - 283,106 deaths Photo courtesy of Dr. Pennung Warnitchai, Asian Institute of Technology 12 6 5/31/2022 Earthquake Facts 3. Deadliest EQ ever recorded – January 23, 1556 Shaanxi EQ, China with M> 8.0 - 830,000 deaths Other Deadly EQ’s in China: 1976 M7.5 EQ - 250,000 deaths 1927 M7.9 EQ - 200,000 deaths 1920 M7.8 EQ - 200,000 deaths 13 Philippine Geological Setting The Philippine Archipelago occupies the western ring of the Pacific Ocean (Western Segment of the Pacific Ring of Fire), a most active part of the earth that is characterized by an ocean-encircling belt of active volcanoes and earthquake generators (faults). SQUEEZED! Source: USGS 14 7 5/31/2022 15 Earthquake Activity in the Philippines βͺ 20 earthquakes recorded per day βͺ ~ 200 earthquakes felt per year βͺ ~ 90 destructive earthquakes in 400 years βͺ ~ 40 tsunamis in 400 years Source: PHIVOLCS 16 8 5/31/2022 1990 M7.8 Luzon EQ 1968 M7.3 Casiguran EQ 1994 M7.9 Mindoro EQ Damages due to past seismic events 1976 M7.9 S. Cotabato EQ 17 2012 M6.9 Negros EQ 2013 M7.2 Bohol EQ 2017 M6.5 Leyte EQ Damages due to past seismic events 2017 M6.7 Surigao EQ 18 9 5/31/2022 Because the Philippines is located in a region with very high seismicity , then we have a very high SEISMIC RISK !! Photo courtesy of Engr. Lito Lanuza, Phivolcs 19 Seismic Risk Defined Seismic Risk – probability that social or economic consequences of earthquakes will equal or exceed specified values at a site, at several sites, or in an area, during a specified exposure time. (EERI) 20 10 5/31/2022 Seismic Risk Defined Seismic Risk – probability that social or economic consequences of earthquakes will equal or exceed specified values at a site, at several sites, or in an area, during a specified exposure time. (EERI) Seismic Hazards 21 Seismic Risk Defined Seismic Risk – probability that social or economic consequences of earthquakes will equal or exceed specified values at a site, at several sites, or in an area, during a specified exposure time. (EERI) Seismic Hazards Vulnerability 22 11 5/31/2022 Seismic Risk Defined Seismic Risk – probability that social or economic consequences of earthquakes will equal or exceed specified values at a site, at several sites, or in an area, during a specified exposure time. (EERI) Seismic Hazards Vulnerability Exposure 23 Seismic Risk Defined Seismic Risk – probability that social or economic consequences of earthquakes will equal or exceed specified values at a site, at several sites, or in an area, during a specified exposure time. (EERI) Seismic Hazards Location Vulnerability Exposure 24 12 5/31/2022 Seismic Risk Defined RISK FACTORS Seismic Hazards Vulnerability Exposure SEISMIC RISK Location Seismic Risk = f (Hazard, Vulnerability, Exposure, Location) 25 Hazards Defined Hazard–physical phenomenon that may produce adverse effects to human activities - life, health, property, environment. It may be dormant or potential. Seismic Hazards: Geologic hazards: ground shaking, fault rupture, landslides, liquefaction Tsunami Fire 26 13 5/31/2022 Effects of Seismic Hazards 1. Ground Shaking 27 • Ground Shaking Effects: Buildings Collapse University of Baguio Siesta Inn Photos: DPWH-JICA Study Team, 1990 M7.8 Luzon EQ Nevada Hotel Sky World Hotel, Baguio City, (photo:google.com) 28 14 5/31/2022 • Ground Shaking Effects: Buildings Collapse 2013 M7.2 Bohol EQ 2017 M6.5 Leyte EQ 2017 M6.7 Surigao EQ 2012 M6.9 Negros EQ Photos: ASEP 29 • Ground Shaking Effects: Sequential Earthquakes The 2019 Cotabato Earthquakes source: phivolcs 30 15 5/31/2022 • Ground Shaking Effects: Sequential Earthquakes The 2019 Cotabato Sequential Earthquakes These series of earthquakes originated from the Cotabato Fault System with epicenters within Tulunan, Cotabato. Oct. 16, 2019 - 7:37 PM - M6.3 and a depth of 9.0 km Oct. 29, 2019 - 9:04 AM - M6.6 and a depth of 7.0 km Oct. 29, 2019 - 10:42 AM - M6.1 and a depth of 9.0 km Oct. 31, 2019 - 9:11 AM - M6.5 and a depth of 8.0 km Shallow earthquakes = 0 to 70 km Intermediate earthquakes = 70 to 300 km Deep earthquakes = 300 to 700 km source: phivolcs source: usgs 31 Ground Shaking Effects: Building Damage due to series of earthquakes Ecoland 4000 –Davao City before the M6.5 October 31, 2019 (photo:google.com) Ecoland 4000 after the M6.5 October 31, 2019 (Photo: Mr Cardio Ped Don) 32 16 5/31/2022 Ground Shaking Effects: Building Damage due to series of earthquakes Eva Hotel after the M6.3 Oct. 29, 2019 EQ (photo: Engr. G. Magbutay) Eva Hotel after the M6.5 October 31, 2019 EQ (photo: Engr. G. Magbutay). Eva Hotel before Oct. 16, 2019 EQ (photo: google.com) 33 • Ground Shaking Effects: Bridges Collapse Photo: ASEP 2017 M6.7 Surigao EQ Photo: DPWH TFBBI 2012 M6.9 Negros 34 17 5/31/2022 • Ground Shaking Effects: Bridges Collapse Photo: Phivolcs Photo: ASEP 2013 M7.2 Bohol EQ 1990 M7.8 Luzon EQ 35 Collapsed of Hanshin Expressway, M6.9 Kobe EQ 1995 (source: google.com) 36 18 5/31/2022 Effects of Seismic Hazards 2. Ground (Fault) Rupture Fault Trace in Inabanga, Bohol Photo:wslopez Photo:wslopez 2013 M7.2 Bohol EQ Photo:phivolcs 37 Effects of Seismic Hazards 2. Ground (Fault) Rupture 1990 M7.8 Luzon EQ 38 19 5/31/2022 Ground (Fault) Rupture Effects: Damaged Roadways 1990 M7.8 Luzon EQ Cagayan Valley Road in San Jose, Nueva Ecija photos: DPWH/Katahira 39 Ground (Fault) Rupture Effects: Direct Fault Displacement Damaging Houses 1999 Turkey EQ From Structural Engineering Reconnaissance of the August 17, 1999, Kocaeli (Izmit), Turkey Earthquake, Pacific Earthquake Engineering Research Center, Dec. 2000 40 20 5/31/2022 Ground Rupture Effects: Lateral Spreading Lateral spreading of ground damaging roadways photo:DPWH TFBI 2012 M6.9 Negros photo:ASEP 2013 M7.2 Bohol EQ 41 Effects of Seismic Hazards 3. Landslide : down slope movement of rocks, soil and other debris commonly triggered by heavy rains or strong earthquake Effects: Slope failure-erosion Burial Road blockage Landslides blocking roads, July 16, 1990 M7.8 Luzon EQ (Kennon Road, Baguio City) 42 21 5/31/2022 Effects of Seismic Hazards: Landslide/Rockslide/Slope Failure Kennon Road, 1990 M7.8 EQ Rockslide due to heavy rains, Mogpog-Sta. Cruz Road, Marinduque (photo frm. Reden Maniquez) Kennon Road, 2018 (Photo: google.com) 43 Effects of Seismic Hazards: Landslide/Rockslide/Slope Failure Photo: DPWH-JICA Study Team, 1990 Luzon EQ 1990 M7.8 Luzon EQ (Baguio City) 2005 M7.6 Kashmir EQ, Pakistan (source:google.com) 44 22 5/31/2022 Effects of Seismic Hazards 4. Liquefaction 45 Liquefaction Effects 1990 M7.8 Luzon EQ (Dagupan City, Pangasinan) 46 23 5/31/2022 Liquefaction Effects : Subsidence /Leaning of Buildings 2013 M7.2 Bohol EQ photos:ASEP 2017 M6.7 Surigao EQ 47 Liquefaction Effects : Toppling/ Subsidence /Leaning of Buildings The picture is the most graphic example and perhaps the most well known pictorial record of liquefaction induced damage to Buildings. This is in Niigata, Japan. The Damage consist of: Toppling Subsidence Most of these buildings were supported on Short Friction Piles. When the surrounding ground liquefied, the piles lost frictional support. 1964 M7.6 Niigata EQ, Japan Leaning Photo from: The Seismic Design Handbook, 2nd Ed., Farzad Naeim 48 24 5/31/2022 Effects of Seismic Hazards 5. Tsunami 49 Effects of Seismic Hazards: Tsunami 50 25 5/31/2022 Effects of Seismic Hazards: Tsunami 51 Effects of Seismic Hazards: Tsunami 2004 M9.1 Sumatra EQ 52 26 5/31/2022 Effects of Tsunami 2004 M9.1 Sumatra EQ Completely destroyed building in Kuk-Kak Beach, Khao Lak Photos courtesy of Dr. Pennung Warnitchai, Asian Institute of Technology 53 Effects of Tsunami 2011 M9.1 Tohoku EQ, Japan Photos from google.com 54 27 5/31/2022 Tsunami vs. Storm Surge Roxas Boulevard Seawall: Effect of Habagat 55 Effects of Seismic Hazards: 6. Fire/Explosions 1995 M6.9 Kobe EQ, Japan 6,965 buildings fire- damaged 175 locations 54 simultaneous fires 56 28 5/31/2022 Effects of Seismic Hazards: Fire/Explosions 1999 M7.6 Izmit EQ, Turkey 57 Factors That Influence Seismic Hazards: Earthquake Damage Mechanism Degree of Earthquake Damage Depends on: 1. Magnitude or Intensity of the Earthquake Photo: EDM-EqTap 2013 M7.2 Bohol EQ 58 29 5/31/2022 59 What is Fault ? - A fracture along which the blocks of crust on either side have moved relative to one another parallel to the fracture. (Source: ANSS Website) top: normal fault center: thrust fault bottom: strike-slip fault : direction of earth’s crustal stress Fault movement generates an EARTHQUAKE . *Frm: EDM-EqTAP 60 30 5/31/2022 Magnitude vs. Intensity Magnitude is a measure of the total energy released during the earthquake. 100 watts Example: 6.1 Richter Scale (It is analogous to the wattage of a light bulb.) 61 Magnitude vs. Intensity Intensity is a description of the shaking felt at a specific location during the earthquake. Example: PEIS level V (It is analogous to the intensity of light from the bulb as observed at a specific location.) EPICENTER Intensity is inversely proportional to focal distance. 62 31 5/31/2022 Degree of Earthquake Damage Depends on: 2. Distance From the Earthquake Source 1995 M6.9 Kobe EQ, Japan 63 2013 M7.2 Bohol EQ Structure situated on top of fault may suffer severe damage or it may collapse. PHIVOLCS recommends 5 meter buffer zones from both sides of fault. Fault Trace in Catigbian, Bohol 64 32 5/31/2022 This four story building did not suffer damage although located just 2 meters from the rupture zone – 1999 M7.6 Izmit EQ, Turkey 1.2 m horizontal offset ; 2.35 m vertical offset From Structural Engineering Reconnaissance of the August 17, 1999, Kocaeli (Izmit), Turkey Earthquake, Pacific Earthquake Engineering Research Center, Dec. 2000 65 Degree of Earthquake Damage Depends on: 3. Site Response (Site Effects) Hard rock Soft ground Stiff ground (Source: USGS) Soft ground shakes more strongly than hard rock → Site effect Loma Prieta, California earthquake in 1989 66 33 5/31/2022 Seismic Risk Defined RISK FACTORS Seismic Hazards Vulnerability Exposure SEISMIC RISK Location Seismic Risk = f (Hazard, Vulnerability, Exposure, Location) 67 Reducing Seismic Risks by Reducing Vulnerabilities. Seismic Risk = f (Hazard, Vulnerability, Exposure, Location) o The effects of earthquake hazards, e.g., soil problems like liquefaction, strong ground shaking, etc., are adequately addressed in the National Structural Code of the Philippines(NSCP). 68 34 5/31/2022 Reducing Seismic Risks by Reducing Vulnerabilities. Seismic Risk = f (Hazard, Vulnerability, Exposure, Location) o Also, vulnerability indicators of buildings are stated in various chapters in the NSCP. Configuration problems like plan and vertical irregularities are properly addressed. Provisions on how to treat existing buildings and avoidance of brittle-type failures and excessive drift or lateral displacements are also provided. 69 Reducing Seismic Risks by Reducing Vulnerabilities. Seismic Risk = f (Hazard, Vulnerability, Exposure, Location) o Moreover, the NSCP emphasizes that “Structures and portions thereof shall, as a minimum, be designed and constructed to resist the effects of seismic ground motions”. o The effects of the horizontal and vertical components of the ground motion are emphasized. Sufficient guidelines are provided to minimize the effects of seismic hazards and addressed the vulnerabilities of buildings/structures 70 35 5/31/2022 Implicit Performance Objectives of Traditional Design Codes (SEAOC, 1960) • Resist minor earthquake, which may occur several times during the life of the structure, without damage to structure or nonstructural contents (Frequent EQ). • Resist moderate earthquake, which may occur one or more times during the life of the structure, with limited damage to non-structural components and no significant damage to structure (Occasional EQ). • Resist major earthquake without collapse of structure or damage that would create life-safety hazard (Rare EQ). Three performance objectives but only one design earthquake. Performance objectives are non quantifiable. (Rare EQ = 10%/50years) 71 Minimum Design Loads -Earthquake Loads (NSCP 7th Ed. 2015) Sec. 208.5.3.2 Ground Motion NSCP2015 Focus of NSCP8th Ed. 72 36 5/31/2022 Minimum Design Loads -Earthquake Loads (NSCP 7th Ed. 2015) For Linear Static Procedure (Sec. 208.5.2) Maximum: (Eq. 208-9) (Eq. 208-8) Minimum: (Eq. 208-10) π Additional Minimum for Zone 4: (Eq. 208-11) 73 Minimum Design Loads -Earthquake Loads (NSCP 7th Ed. 2015) Seismic Map of the Philippines The Philippines is divided into two (2) Seismic Zones : Seismic Zone 2 (Z=0.2) Islands of Palawan, Sulu and TawiTawi Seismic Zone 4 (Z=0.4) Rest of the Philippine Islands 74 37 5/31/2022 Proposed Seismic Provisions of NSCP 8th Ed. based on ASCE 7-05 Seismic Provisions of ASCE 7-05 is being considered to be adopted in the proposed NSCP 8th Edition Issuance of the Philippine Earthquake Model (PEM) of PHIVOLCS ASEP Project SAM (Spectral Acceleration Maps) 75 Ground Motions Codes generally produced design spectrum For linear structural analysis, response spectrum is all you need- usually no need for individual ground motions Seismological Studies Generalized Response Spectra for Different Soil Types Earthquake Engineering Studies Structural Engineering Studies Idealized Response Spectra (NSCP 7th Ed 2015) 76 38 5/31/2022 Proposed Seismic Provisions of NSCP 8th Ed. based on ASCE 7-05 πΆπ = For Linear Static Procedure: π = πΆπ π πΆπ = π πΆπ = ππ·π π ΰ΅ πΌπ ππ·πΌ ππΏ π 2 π ΰ΅πΌ π maximum ππ·πΌ π π ΰ΅πΌ π maximum πΆπ = 0.044ππ·π πΌπ ≥ 0.01 NSCP2015 minimum 77 Proposed Seismic Provisions of NSCP 8th Ed. based on ASCE 7-05 78 39 5/31/2022 NSCP 2015: Design Response Spectra Design Response Spectra (NSCP2015/ASCE7-05) Davao: Sa=2.9 S1=1.8 Spectral Acceleration Benguet: Sa=2.7 S1=1.6 NSCP 2 km NSCP 5 km Marikina: Sa=1.7 S1=0.7 NSCP 10 km ASCE7-05: Design Response Spectra Period Comparison of Response Spectra (NSCP2015 & ASCE7-05) 5% Damping, Soil Type D 79 To conclude……. Seismic hazards are one of the natural hazards that the Philippines is exposed to. This makes the country at risks of seismic events. Some of the causes of collapse and/or damage of various structures during the past earthquakes can be avoided by strictly following the recommended design and construction provisions of the Codes. Existing old buildings and other structures should also be assessed. Earthquake disasters cannot be avoided but their effects can be minimized. Engineers and architects design and build structures to withstand the tests of time. But safety can only be assured through proper design, construction, maintenance, and use. These are the responsibilities of all stakeholders – engineers, builders, owners, government. 80 40 5/31/2022 To conclude……. Understanding seismic hazards and the factors that influence these are our guides to determine appropriate measures to mitigate the effects of such hazards. Four levels of intervention to modify, reduce, or prepare for the risks of seismic event: 1. Halt the earthquake from occurring 2. Avoid areas of high seismicity or move to seismically-inactive location 3. Predict occurrence of earthquake 4. Prepare for and/or reduce vulnerability From: Earthquakes: An Architects Guide to Nonstructural Seismic Hazards by Henry J. Lagorio, University of California-Berkeley, 1990 81 Earthquakes don’t kill people…. Buildings do……. 82 41 5/31/2022 Thank You for your Attention!!! Photo:wslopez 83 42