INFORMATION NETWORK FOR EARTHQUAKE DISASTER MITIGATION IN DEVELOPING COUNTRIES Dr. Taiki SAITO Chief Researcher, IISEE Building Research Institute Tsukuba, Japan XIX INTERNATIONAL SYMPOSIUM IN HONOR OF PROFESSOR YUJI ISHIYAMA

INTERNATIONAL TRAINING PROGRAM ON SEISMOLOGY AND EARTHQUAKE ENGINEERING 1960 Training project started IISEE was established in BRI Joint project with UNESCO 1972 The project was continued by JAPAN Master Degree for regular course participants. Regular Course Global Seismological Observation Course Individual Course Seismology, Earthquake Engineering And Disaster Mitigation Global Seismological Observation Seismology Earthquake Engineering 12 months2 monthsArbitrary Field Period Max. Members Training Courses History

1,164 participants from 89 countries Unknown Others Private Company University Research Inst. Administration Seismology Course Earthquake Eng. Course

Background Severe earthquake damage in developing countries Weak social and economical bases Lack of technical information for earthquake disaster mitigation In order to disseminate technical information Training for seismologists and earthquake engineers Transfer of technical information Algeria Earthquake 5/21,2003, BBC News

Survey Results of Ex-participants Perceptions Through the IISEE Preferred way of continuous information acquisition? (Unit: person, multiple answer allowed) Technical cooperation between nations Through the Internet Journals and technical papers Attend international workshop Individual network Others Continue training program What do you expect on IISEE? (Unit: person, multiple answer allowed) International research cooperation Serve as information center Award degrees Conduct seminar New training course Others

IISEE-net Internet-based system designed to disseminate a variety of technical information regarding seismology and earthquake engineering. Free Web site to find technical information about seismic networks, the strong motion observatory network, seismic damage archives, seismic design codes, and microzonation data of developing countries. Technical information on IISEE-net was obtained mainly through the International Training Program on Seismology and Earthquake Engineering and its ex-participants. IISEE-net works not only as a system to disseminate technical information, but also as an forum for interactive information exchange among research institutes and researchers in developing countries.

IISEE-net

Seismic Network Seismic Activity Tectonics Example: COLOMBIA Based on country reports by the ex-participants, the Web site provides information on approximately 50 earthquake-prone countries about their seismic networks, seismic activity, tectonics, and macrozonation.

Seismic Damage List of Damaging EarthquakeSearch EngineSource Rupture Process (Colima, Mexico Earthquake) List of damaging earthquake and its characteristics Country report for earthquake damage Distribution of after shocks, fault mechanism, wave propagation analysis

Seismic Design Code Seismic Design Force Design Spectrum Zone Factor Example: MEXICO Seismic design codes of approximately 45 developing countries. A summary of the Japanese Building Standard Law European code and ISO information.

Microzonation Microzonation of Teheran Estimated Seismic Intensity Example: IRAN Microzonation project reports are reported from several countries focusing on their metropolitan areas. Seismic Intensity, liquefaction, building damage, etc.

IISEE-net

Seismic network Strong motion network Historical earthquake damage reports Seismic design codes Microzonation IISEE net Course materials Individual training report Materials for the presentation etc. International Training Programs on Seismology and Earthquake Engineering Focal mechanism Fault model Distribution of aftershocks etc. Publication of earthquake information Hypocenter determination Tomography etc. Cooperation in seismic analysis Interrelated projects and research Two-way information exchange with developing countries through the internet PROSPECTS OF IISEE-NET Promotion of the utilization of accumulated information

Earthquake Damage Estimation System for Buildings Shortly After Earthquake Earthquake motion/ ground surface Input to building Response of building Damage of building probable countermeasures Strong motion observation on site Source characteristics Earthquake motion/ engineering bedrock Geology, tectonics, seismic activities Assumed earthquake Transmission characteristics Estimation of amplification characteristics Estimation of damage Estimation of the cost of reinforcement and repair Seismic observation Source characteristics In Preparation Estimation of soil-structure interaction Estimation of response characteristics IISEE NET Promotion of the utilization of accumulated information Wave Transfer Source Building Response

Response of Surface Ground Design Seismic Force Response of Building Damage of Building Measures and Cost Input Earthquake Motion Geology, Tectonics, EQ Activity Scenario Earthquake Earthquake Damage Estimation Methodologies ~ Before the Earthquake 1. Study Scenario Earthquake Flowchart 2. Transmission Characteristic 3. Amplification Characteristic 4. Soil ~ structure Interaction 5. Structural Response Characteristic 6. Study Damage Probability 7. Study Effectiveness of Measures Geology, Tectonics, Seismic Activity and HIstory of Earthquakes and History of Active Faults Estimation Methodologies ~ Required Input/ Output Data ~ Grade I (Rough Estimation) Grade IIGrade III (Detail) Hypocenter, Magnitude and Active Fault Parameters Acceleration, Velocity Soil Condition of Surface Response Spectrum Soil Condition of Surface Seismic Intensity Map Acceleration Map, Velocity Map Response Spectrum Condition of Foundation Seismic Intensity Structural Conditions Acceleration, Velocity Structural Conditions Response Spectrum Design Details Seismic Index (Wall Amount) Seismic Index (Base Shear Force) Seismic Index (Sectional Stress/ Strain) Damage Description ( Qualitative) Damage Description ( Quantitative) Damage Description (Much Quantitative) Measures and Cost (Qualitative) Measures and Cost (Quantitative) Measures and Cot (Much Quantitative) [Damage Function] [Check of Capacity] [Response Analysis (Linear)][Analysis of Wall Amount]{Analysis of Seismic Force] [ Modify Natural Period, Damping Ratio ] [ Experimental Law of Attenuation ] [ Neglect the Effect ] [ Amplification Factor ] [Wave Analysis (1 Dimensional Model)] [Response Analysis (1 Dimensional)] [ Neglect the Effect ]

Earthquake Damage Estimation Methodologies ~ After the Earthquake Response of Surface Ground Earthquake Force to Buildings Structural Response Structural Damage Measures and Cost Input Earthquake Motion Earthquake Observation Earthquake Characteristics 1. Determine EQ Characteristic Flowchart 2. Transmission Characteristic 3. Amplification Characteristic 4. Soil ~ Structure Interaction 5. Response Characteristic 6. Study Damage Probability 7. Study Effectiveness of Measures Observed Wave Record Estimation Methodologies ~ Required Input/ Output Data ~ Grade I (~ several hours) Grade II (~ several days) Grade III ( several days ~ ) Hypocenter, Magnitude and Fault Mechanism Observation Data of Acceleration, Velocity Observation Data of Earthquake Ground Motion Seismic Intensity Map Acceleration, Velocity Soil Condition of Surface Response Spectrum (Wave) Soil Condition of Surface Strong Motion Observation Same as before earthquake and Source Rupture Process Source Parameters Source Inversion Method Acceleration, Velocity Structural Conditions Response Spectrum (Wave) Design Details Experimental Law of Attenuation Wave Analysis Amplification FactorResponse Analysis

Example of Estimation Methodologies Seismic Source SourceBefore Earthquake Grade 1Step 1. Go to IISEE-net web site Step 2. Search damaging earthquake from Catalog Ex.) Search parameters: casualty > 1,000

Example of Estimation Methodologies Wave Transmission

Example of Estimation Methodologies Attenuation Law (Excel Software)

Example of Estimation Methodologies Building Vulnerability (GESI Method) Quality of design (0-3) Quality of construction (0-3) Quality of materials (0-1) Rating Scheme 1.None, slight or moderate 2.Extensive 3.Partial collapse 4.Complete collapse Damage State

Conclusions Earthquake Damage Estimation System for Buildings (EDES-B) will provides Manual and Database of methodologies Grade 1Grade 2Grade 3 SourceMethod 1 Method 2 …. Transmission Amplification Soil-Structure Interaction Building Response Damage IISEE NET Promotion of the utilization of accumulated information