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"PANTHEON PLAZA" - Larissa

PROJECT:  Design verifications for the "PANTHEON PLAZA" Larissa

CLIENT: LARISSA DEVELOPMENT OF SHOPPING CENTRES SA (a Sonae Sierra company)

BRIEF DESCRIPTION:
 
Design verification of structural design of the project. The audit included:
  • Assumptions of the designs and compatibility with the applicable standards.
  • Loads and structural modeling of structures.
  • Design of foundation based in the geotechnical evaluation.
  • Calculation results checking on the basis of simple calculations and experience.
  • Implementation of the results of static calculations in the drawings.
  • Project drawing evaluation for the compatibility with calculations and modeling, constructability, applicable standards.
  • Presentation of design, contents.
 
The review included the following projects  (reinforced concrete, unless otherwise stated):
  1. Building 07, Basement ground bearing slab, basement and ground floor. Total area in plan 2x625 = 1250m2
  2. Building 08, Basement ground bearing slab, basement and ground floor. Total area in plan 2x670 = 1340m2
  3. Building 09, Basement ground bearing slab, basement and ground floor. Total area in plan 2x630 = 1260m2
  4. Building 11, Basement ground bearing slab, basement and ground floor. Total area in plan 2x440 = 880m2
  5. Building 12, Ground bearing slab and ground floor. Total area in plan 1030m2
  6. Building 13, Ground bearing slab and ground floor. Total area in plan 680m2
  7. Building 14, Ground bearing slab and ground floor. Total area in plan 1500m2
  8. Building 15, Basement ground bearing slab, basement and ground floor. Total area in plan 2x780 = 1540m2
  9. Building 16, Basemen ground bearing slab t, basement and ground floor. Total area in plan 2x1090 = 2180m2
  10. Building 19, Basement ground bearing slab, basement floor. Total area in plan 1150m2
  11. Covered underground tank with capacity 550m3
  12. Underground walkway for building interface with section 3.10x3.70 and a total length of 145m.
  13. Main entrance glass wall (structural glass verification). Dimension in elevation 20.4x10.9m (height) and horizontal sections with total area 30m2
  14. Various typical designs of structural steel structures.

The project has been completed and is operational.
 
Design years: 2007-8
Design standards: EN 1993-1, Greek Standard of Structural Concrete (EKOS), Greek Earthquake Design Standard (EAK).

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