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FLYER


TECHNICAL FLYER


MANUAL - INDEX


MANUAL - VIDEO

DISCUSSION

 8floor Building, with three basement levels, total area 7500.00m2 in Athens         α=0.16g and q=1.00

PART 1

PART 2

PART 3

PART 4

Structural Design Concept
Slabs' and Beams' Rebars Installation,
Structural Details 
Shear walls' - Collumns'
Rebars Installation
Structural Details 
Basement Ceiling Plan'
Rebars Installation
Structural Details 

 

PART 5

 


Foundation
Structural Design Concept,
Structural Details

 

 

Post - Earthquake  Reconstruction of a two storey building, collapsed due to the devastating 1999 Athens -Greece Earthquake .
Anti-seismic design of the new two storey building with  basement,  with ground acceleration coefficient taken as 0.72g.

PART 1

PART 2

PART 3

PART 4

Structural Design Concept
Slabs' Rebars Installation,
Structural Details 
Level 1
Beams' Rebars Installation,
Structural Details 
Level 1
Foundation of a  two storey - building with basement
Structural Details 

 

PART 5

 

Shear walls' - Collumns'
Rebars Installation
Structural Details 

 

 


Industrial  Building (Live load 20 KN/m2)

PART 1

PART 2

PART 3

PART 4

Structural Design Concept
Secondary RC Beams. Definition of structural analysis
Secondary RC Beams. Rebars Installation 
 Main RC Beams.
Definition of structural analysis
 

PART 5

PART 6

PART 7

PART 8

Main RC Beams.
Rebars Installation 
Building I
Structural Design
Building II
Structural Design
Building II
Structural Design

Small two storey - building with basement in an earthquake-prone area

PART 1

PART 2

PART 3ο

PART 4ο

Foundation of a small two storey - building with basement
Beams' Rebars Installation 
Basement Ceiling Plan
 
Slabs' Rebars Installation 
Basement Ceiling Plan
 
Beams' Rebars Details
Level 0
 
 

PART 5

PART 6

 

 

 

Slabs' Rebars Installation 
Level 0
Beams' - Slabs' Rebars Installation,   
Columns' Details
Level 1
 
 

 

 

FOUNDATION

Part 1

 Foundation of a small two storey - building

 

 

Part 2

 Foundation of a small two storey - building with basement in Anavyssos, Attica

 




Part 3

 Foundation of a two storey - building with basement
PART I

  

 

 




Part 4

Foundation of a two storey - building with basement
PART II

 

 
 


PART 5

PART 6

PART 7

 

Foundation of a small two storey - building with basement in an earthquake-prone area
 
Foundation of a  two storey - building with basement with ground acceleration coefficient taken as 0.72g.
 
 

Foundation of an
8floor Building, with three basement levels

α=0.16g and q=1.00

 

 

 

 

 

New - Two storey - building  -  Achaia, Greece




PART 1

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.

 

   

 

Existing - Two storey - building  - Attica, Greece

PART 1

Control guidance in Building Structural Designs

     

 

Hellenic Post Office Sorting Centre ( Kryoneri Attica - Greece)

PART 1

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.

PART 2

Definition of building's structural design.

 

PART 3

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.

PART 4

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.

 

PART 5

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.
 

PART 6

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.
 

PART 7

Definition of structural analysis/Structural design - Placement of Reinforcing Steel -Structural Details.
 

PART 8

Shear Force.A deeper and wider approach.

 


PART 9

Shear Force.A deeper and wider approach.

 


PART 10

Shear Force.A deeper and wider approach.

 

 


PART 11

Shear Force.A deeper and wider approach.

 

 

 

PART 12

Shear Force.A deeper and wider approach.

 

PART 13

Shear Force.A deeper and wider approach.

 

PART 14

Shear Strength between Web and Flanges.

 

PART 15

Shear Strength between Web and Flanges.

Numerical Example 1

PART 16

Shear Strength between Web and Flanges.

Numerical Example 2


Definition of structural analysis.

PART 1

 
     

 

Small two storey-building.Methodology for Structural Analysis and Design.

Placement of Reinforcing Steel.

PART 1

 

PART 2

 

PART 3

 

PART 4

 
 

PART 5

 

PART 6

 

Part 7

 Foundation 
 

 

Retroffiting design and constructional  procedure design of Fire Station building in Syros Isle (Greece), class IV ( Public Building), in order to increase the strength and stiffness of the building for seismic loads as well as vibrations due to the local conditions (such as ships' berth in a mooring in the Port).

Appraisal of the existing structure:

Discussion 1

 

Discussion 2

 

Discussion 3

 

Discussion 4

 
 

Discussion 5

 
 

Discussion 6

 
 

Discussion 7

 
 

Discussion 8

 


Methodology for retrofitting structural analysis and design of the existing two storey- building:

Discussion 9

 

VIDEO No1

 

VIDEO No2

 

VIDEO No3

 

VIDEO No4

 

VIDEO No5

 

VIDEO No6

 

VIDEO No7

 

 

Second  storey vertical  extension, in one storey building with basement. Both  structures of reinforced concrete.

Discussion 1

 
     

 

Two storey - building with basement - Anavyssos, Attica Greece

PART 1

 

PART 2

 

PART 3

 

PART 4

 
 

PART 5

 

Part 6

 Foundation 

   

 

 
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