PENTAGON FORTRESS PART 2
SECTION A: IDENTITY DATA OF BUILDING
| Building Address | KAMPITSI 74100 |
|---|---|
| Building Coordinates | 35.371785° N 24.472899° E |
| Building Complex | PENTAGON FORTRESS PART 2 |
| Usage code | 501 501 501 |
| User ID | PENTAGON FORTRESS |
| Owner ID | MINISTRY OF CULTURE AND SPORTS |
| Supervising Authority | KE’ EPHORATE OF PREHISTORIC AND CLASSICAL ANT |
| Inspecting Authority | MINISTRY OF CULTURE AND SPORTS |
| Max No of People in Building | 10-100 |
| Contact Info | |
| Notes Section A |
Legend
Station points
Accelarators
Astoxies
Topple (slope failure)Orioepothisis
OverthrustFaults
Probable fault (0)
Fault (1)
Probable engineering geological units boundary (2)Geoinformation
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rfSECTION B: TECHNICAL DATA OF BUILDING
| No of Storeys | 2 |
|---|---|
| No of Basements | 0 |
| Typical Plan Area | 653 |
| Total Built Area | 1255 |
| Year of Construction | 0000 |
| Year of Latest Appendage | |
| Design Drawings Available | |
| Were Design Drawings Used in Inspection | Yes |
| Are Design Drawings Available at EPPO-ITSAK? | |
| Building of Cultural Importance | Yes |
| Was Building Repaired/Strengthened | Yes |
| If YES, Why and When | THE INTERIOR STRUCTURAL SYSTEM OF THE BUILDING WAS MODIFIED WITH R/C ELEMENTS (FLOOR SLABS, COLUMNS, STAIRS ETC) TO HOUSE THE MUSEUM (WHICH OPENED IN 1991) ACCORDING TO A STUDY OF AROUND 1980 (UNAVAILABLE TO THE INSPECTORS) |
| Building Importance According to EC8 | |
| Additional Info/Remarks | |
| Notes Section B |
SECTION C: SEISMOLOGICAL AND GEOTECHNICAL DATA OF AREA
| Inspector's ID | 4 |
|---|---|
| Inspection Date | 0000-00-00 |
| Current seismic hazard zone according to EC8 | II |
| Seismic hazard zone at design year of the building | |
| Ground type according to EC8 | A |
| Notes Section C |
SECTION D: STRUCTURAL SYSTEM OF BUILDING
| Lower Level Floor | Ground floor |
|---|---|
| Structural type of lower-level floor(at contact with foundation) | |
| Structural type of remaining higher-level floors | |
| Notes Section D |
SECTION E: BUILDING VULNERABILITY DATA
| No Seismic Code applied | Yes |
|---|---|
| Building's importance has changed due to modification of use | Yes |
| Previous seismic damage (not properly repaired) | No |
| Poor condition due to inadequate maintenance / pour detailing | Yes |
| Possibility of pounding with adjacent buildings | No |
| Soft storey | No |
| Irregular distribution of brick infill walls in plan (for RC type) | No |
| High-rise building | No |
| Vertical irregularities | No |
| Horizontal irregularities | No |
| Possibility of torsion | No |
| Short Columns | No |
| Final Structural Score (RVS Methodology) | 3.4 |
| Notes Section E |
SECTION F: FACTORS AFFECTING RECORDS
| Building of significant size/mass | Yes |
|---|---|
| Foundation type | UNKNOWN |
| Adjacent areas are densely built | No |
| Sensor location away from center of rotation of the building | Yes |
| Notes Section F |
Attachments
| File | Description | Date |
|---|---|---|
No results found. | ||