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EARTHQUAKE HAZARD ASSESSMENTS FOR BUILDING CODES
Proposal Number: M18-057
Technical Work Plan

    Although the proposal is presented by individuals,it should be emphasized 
that this will be a team effort involving all the scientific and technical 
staff of thethree organizations: the NRA Seismology Division, Jordan,the GII 
Seismology Division, Israel, the Center of Earth Sciences and Seismic Engineering 
of An Najah National University, Palestinian National Authority. Their activities
will be assisted and complemented by individuals from the US Geological Survey, 
the Building Research Center of the Jordanian Royal Scientific Society and the 
Faculty for Civil Engineering, The Technion, Israel. The tasks to be performed are
listed below and shown on the chart in Fig.2.
  1. Initiation
        There is no doubt that is great expertise among the scientists of the US 
    Geological Survey regarding current earthquake hazard assessment practice and 
    new methods are now being studied. It is important that during the initial 
    stages of our project we shall be exposed to these state of the art methods 
    and procedures.Dr. W. Hays of the USGS will be our link to that knowledge 
    and expertise. During the earliest stage of ourproject we plan to organize a 
    workshop at which state ofthe art hazard assessment procedures will be 
    presentedand discussed in the lightof their applicability to theregion. 
    We shall also usethis gathering as a training course for those of us who 
    are less familiar with seismological aspects associated with the SvE and/or
     engineering requirements. 
    
  2. Collating Existing Geological, Geophysical and Seismological Data
        Mr.Abdel Qader, Head of the NRA Seismology Division will coordinate
    the activities of the team responsible for compiling existing geological, 
    geophysical and seismological data. Based on these data, the main task of 
    this team will be to propose the segmentation of the DST and its branching
    faults and division of the regioninto seismogentic zones. It is likely that
    this team willbe assisted by experts of other directorates of the NRA and 
    experts from the Israel Geological Survey. This teamwill require several 
    joint meetings at which to exchangedata and ideas.
    
  3. Creating a Unified Earthquake Catalogue
        We are extremely concerned by the inconsistencies and significant
    differences between the earthquake catalogues of Jordan and Israel (which
    should be practically the same). It will again be the task of Mr.Abdel Qader
    to lead and coordinate activities to yield a unified earthquake catalogue 
    for the DST. The activities will involve (but not be limited to):
    The identification of events that have significantly different locations
    
              ­ Verification/authentication of the location of 
                disputed historical earthquakes
    
              ­ Re-determination of hypocenters (where necessary)
                of instrumentally recorded earthquakes
    
              ­ Defining and determining a unified magnitude scale
                for all earthquakes in the catalogue 
    
    The product of this task will be an epicenter map.
    In order to complete this task, Dr. W. Hays, also as coordinator of the 
    RELEMR program, will help in acquiring contributions from neighboring 
    countries to assure the completeness and reliability of the catalogue. 
    In that respect,and with the help of the USGS, we hope that this task will 
    involve scientists from other Arab countries who are currently hesitating 
    to join this project. 
     
  4. Assessment of Seismicity
        A team led by Dr. A. Shapira, Director of the GII Seismology 
    Divion, will use the products of tasks (1) and (2) to provide a 
    quantitative assessment of the completeness of the earthquake catalogue
    and an assessment of the long term seismicity level in each of the defined 
    seismogenic zones. We also hope that scientists of other Arab countries 
    will join us (directly or indirectly) in that effort.
    
  5. Enhancement of Monitoring Capabilities
        Most of the activities associated with enhancing seismic 
    monitoring capabilities will be performed in Jordan and the territory of
    the Palestinian National Authority. These activities will involve:
    
  • Upgrading the quality of the radio telemetry of the JSO network by replacing VHF telemetry with UHF telemetryof about 20 stations. This should be a first steptowardsdigital telemetry to be installed in a laterstage.
  • Acquisition of a calibration kit for fieldoperation and joint calibration of all stations in the network.
  • Installation of 10 new digital strong motion accelerometers in main cities in Jordan and the West Bank.
  • Upgrading the recording center of NRA by installing a new Seismic Data Acquisition System.
  • Organizing a training course during which the GII software for data acquisition and routine seismicanalysis will be installed, presented and excised. GII will prepare the necessary modifications
  • Based on these and already existing seismic systems, the national organizations will collect earthquake data: Location, Magnitude (on a unified scale),SeismicMoment, stress Drop (Brune’s model) and fmax Estimations.
    1. Application of the SvE Method
         Dr. A. Shapira will lead the team investigating the applicability of the 
      new approach suggested by Beresnev and Atkinson (1998) to synthesize free surface
      ground accelerations (hard rock conditions). This teamwill also be responsible 
      for evaluating relationships between static and dynamic earthquake source 
      parameters,evaluation of the attenuation of the zero-frequency displacement 
      spectra with distance and Q-values (see e.g., Shapira and Hofstetter, 1993). 
      This analysis will be based on the data acquired from existing Short Period (SP)
      and Broad Band (BB) stations and from the new (upgraded) SP stations. In this 
      analysis we shall also incorporate updated information (if will be available) of
      source functions and mechanism of strongearthquakes. Data from strong motion 
      instruments willbe used to test and calibrate parameters in the procedures for 
      computing synthetic accelerograms. 

    2. Analysis of Strong Motion Accelerations
         Few strong earthquakes that occurred in the last decade have triggered
      several existing strong motion instruments in Israel and in Jordan. These 
      data are essential for calibrating the analytical models in the SvE as well as
      examining the reliabilityof the simulations. It will be the task of 
      Prof. Dabbeek, Director of the Center for Earth Sciences andSeismic Engineering
      of An-Najah National University, to lead a team who will be responsible for the
      analysis of the strong motion data. The analysis will include measurements of 
      peak ground motions, determination of response spectra after deconvolution, if 
      necessary, of local site effects.
    3. Characterizing Dynamic Parameters of Buildingss
         As explained in the above, the seismological input required for the 
      building code depends also on building characteristics. Prof. J. Dabbeek, 
      in close cooperation with researchers of the Building Research Centers in 
      Jordan and Israel, will lead a team responsible for the following activities:
         
  • Typifying buildings common in the region.
  • Instrument and perform measurementson selected buildings in order to determinethe empiricaldynamic characteristics of the buildings.
  • Develop analytical models that can predict the dynamic characteristics of local buildings
  • Define the spectral band pass and the damping ratios for which the acceleration response functions will be computed, and consequently the earthquake hazard maps will be prepared.
    1. Preparation and Publication of Official Seismic Hazard Maps
       We plan to produce the following maps:
    
  • Horizontal Peak Ground Acceleration for hard-rock conditions and prescribed probability of occurrence.
  • Expected ground accelerations for different areas within the region, at different frequency ranges anddamping ratios and for a prescribed probability of occurrence in hard-rock conditions.

  •     These products will be the final output of the teams’activities throughout the 
    project.Technically, it will involve computer runs of the modified SvE over a dense 
    grid oflocations across the study region. A special workshop will beheld to discuss
    the best way of presenting the results in map form. National committees for building 
    codes will be approached for advice and presentation of their preferences.
    
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