Construction Type

Taxonomy Parameters

  1. GPSS Construction Type 0. Base Model
  2. Building Category 1. Main structural system

    <p>Deals with the main construction material and lateral load resisting system</p>

  3. Height Range 2. Height range

    <p>Deals with the dynamic response of the structure and its fundamental period of vibration</p>

  4. Seismic Design 3. Seismic design level

    <p>Deals with the quality of construction materials, level of workmanship, structural detailing and the inclusion of seismic enhancement measures</p>

  5. GPSS 4. Diaphragm type

    <p>Deals with the roof/floor diaphragm behavior (flexibility)</p>

  6. GPSS 5. Effective seismic retrofitting

    <p>Deals with whether the structure is effectively retrofitted or not in the past</p>

  7. GPSS 6. Foundation type

    <p>Deals with the material and type of foundation structure as well as the soil type</p>

  8. GPSS 7. Wall openings

    <p>Deals with the size and number of openings (e.g. windows and doors.) within a typical wall panel in LBM construction</p>

  9. GPSS 8. Wall panel length

    <p>Deals with the unrestrained wall panel length between two cross walls/buttresses in LBM construction</p>

  10. GPSS 9. Non-structural components

    <p>Deals with the vulnerability/hazardousness (e.g. falling, overturn, etc.) of non-structural components (e.g. gables, overhangs, roof covering, partitions, bookshelves, etc.)</p>

  11. GPSS 10. Seismic pounding risk

    <p>Deals with the susceptibility to damage due to the different vibrational characteristics of adjacent buildings with insufficient spacing in between</p>

  12. GPSS 11. Structural health condition

    <p>Deals with the condition of the building in terms of damage or deterioration</p>

  13. GPSS 12. Structural irregularity

    <p>Deals with the abrupt changes in strength or stiffness in plan and elevation</p>

  1. GPSS Construction Type 0. Base Model
  2. Building Category 1. Main structural system

    <p>Deals with the main construction material and lateral load resisting system</p>

  3. Height Range 2. Height range

    <p>Deals with the dynamic response of the structure and its fundamental period of vibration</p>

  4. Seismic Design 3. Seismic design level

    <p>Deals with the quality of construction materials, level of workmanship, structural detailing and the inclusion of seismic enhancement measures</p>

  5. GPSS 4. Diaphragm type

    <p>Deals with the roof/floor diaphragm behavior (flexibility)</p>

  6. GPSS 5. Effective seismic retrofitting

    <p>Deals with whether the structure is effectively retrofitted or not in the past</p>

  7. GPSS 6. Foundation type

    <p>Deals with the material and type of foundation structure as well as the soil type</p>

  8. GPSS 7. Non-structural components

    <p>Deals with the vulnerability/hazardousness (e.g. falling, overturn, etc.) of non-structural components (e.g. gables, overhangs, roof covering, partitions, bookshelves, etc.)</p>

  9. GPSS 8. Pier type

    <p>Deals with the vertical elements (e.g. columns) in the lateral load resisting system in SF construction</p>

  10. GPSS 9. Span length

    <p>Deals with the horizontal clear span of the typical bay in Steel/Timber&nbsp;framed structures.</p>

  11. GPSS 10. Seismic pounding risk

    <p>Deals with the susceptibility to damage due to the different vibrational characteristics of adjacent buildings with insufficient spacing in between</p>

  12. GPSS 11. Structural health condition

    <p>Deals with the condition of the building in terms of damage or deterioration</p>

  13. GPSS 12. Structural irregularity

    <p>Deals with the abrupt changes in strength or stiffness in plan and elevation</p>

  1. GPSS Construction Type 0. Base Model
  2. Building Category 1. Main structural system

    <p>Deals with the main construction material and lateral load resisting system</p>

  3. Height Range 2. Height range

    <p>Deals with the dynamic response of the structure and its fundamental period of vibration</p>

  4. GPSS 3. Diaphragm type

    <p>Deals with the roof/floor diaphragm behavior (flexibility)</p>

  5. Seismic Design 4. Seismic design level

    <p>Deals with the quality of construction materials, level of workmanship, structural detailing and the inclusion of seismic enhancement measures</p>

  6. GPSS 5. Effective seismic retrofitting

    <p>Deals with whether the structure is effectively retrofitted or not in the past</p>

  7. GPSS 6. Foundation type

    <p>Deals with the material and type of foundation structure as well as the soil type</p>

  8. GPSS 7. Non-structural components

    <p>Deals with the vulnerability/hazardousness (e.g. falling, overturn, etc.) of non-structural components (e.g. gables, overhangs, roof covering, partitions, bookshelves, etc.)</p>

  9. GPSS 8. Pier type

    <p>Deals with the vertical elements (e.g. columns) in the lateral load resisting system in SF construction</p>

  10. GPSS 9. Span length

    <p>Deals with the horizontal clear span of the typical bay in Steel/Timber&nbsp;framed structures.</p>

  11. GPSS 10. Seismic pounding risk

    <p>Deals with the susceptibility to damage due to the different vibrational characteristics of adjacent buildings with insufficient spacing in between</p>

  12. GPSS 11. Structural health condition

    <p>Deals with the condition of the building in terms of damage or deterioration</p>

  13. GPSS 12. Structural irregularity

    <p>Deals with the abrupt changes in strength or stiffness in plan and elevation</p>

  1. GPSS Construction Type 0. Base Model
  2. Building Category 1. Main structural system

    <p>Deals with the main construction material and lateral load resisting system</p>

  3. Height Range 2. Height range

    <p>Deals with the dynamic response of the structure and its fundamental period of vibration</p>

  4. Seismic Design 3. Seismic design level

    <p>Deals with the quality of construction materials, level of workmanship, structural detailing and the inclusion of seismic enhancement measures</p>

  5. GPSS 4. Diaphragm type

    <p>Deals with the roof/floor diaphragm behavior (flexibility)</p>

  6. GPSS 5. Effective seismic retrofitting

    <p>Deals with whether the structure is effectively retrofitted or not in the past</p>

  7. GPSS 6. Foundation type

    <p>Deals with the material and type of foundation structure as well as the soil type</p>

  8. GPSS 7. Non-structural components

    <p>Deals with the vulnerability/hazardousness (e.g. falling, overturn, etc.) of non-structural components (e.g. gables, overhangs, roof covering, partitions, bookshelves, etc.)</p>

  9. GPSS 8. Pier type

    <p>Deals with the vertical elements (e.g. columns) in the lateral load resisting system in SF construction</p>

  10. GPSS 9. Span length

    <p>Deals with the horizontal clear span of the typical bay in Steel/Timber&nbsp;framed structures.</p>

  11. GPSS 10. Seismic pounding risk

    <p>Deals with the susceptibility to damage due to the different vibrational characteristics of adjacent buildings with insufficient spacing in between</p>

  12. GPSS 11. Structural health condition

    <p>Deals with the condition of the building in terms of damage or deterioration</p>

  13. GPSS 12. Structural irregularity

    <p>Deals with the abrupt changes in strength or stiffness in plan and elevation</p>