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  PROJECTS - RESIDENCES


In modern architecture, building forms where the structural system itself is also the most important element of the architectural solution, are to be accomplished. Such buildings have a dynamic spatial arrangement, often consist of complex surfaces and folded structural elements of concrete, have slabs of arbitrary form without beams that sometimes are supported on thin columns. Despite of their asymmetries, their static and seismic behavior should be perfect, in order to avoid damages even under a design earthquake. These targets are achieved only by detailed design of these particular vulnerable elements and aqurate analysis of the complex structural systems as a hole. The construction solution will often include composite structures (steel + concrete), special connections and sometimes prestressing.

 

A traditional residence in an area of high seismic risk was calculated, so that it may suffer a horizontal seismic force three times greater than the required by the Code (elastic behavior), with no significant economical impact.

 

Urban residences in the areas of Ekali and Papagou were calculated as entirely folded structures or shells, supported on linear or point supports on walls or columns of high strength. A four story apartment building in Papagou was formed by orthogonal shapes with transitions, so that they form balconies and terraces. The bearing structure is the architectural shell, which is always visible and has been calculated so that no damage will occur during a design earthquake.

 

In another luxury residence in Pikermi the bearing structure embodies all elements, including internal walls. Plates are of random shape, without any beam, partially prestressed. The roof is covered by a high performance fiber reinforced concrete floor of folded shape. Walls are made of concrete, in random directions, with many openings and connect the plates vertically assuring that the structure is practically non-deformable during occasional earthquakes. Stairs are made also of high performance concrete. Columns are composite elements of steel and concrete. High requirements of deformation reduction in the glass-facade enforce precise calculations even under temperature differences and long-term creep phenomena.

 



COUNTRY HOUSE ON IONIAN ISLAND



DOUBLE RESIDENCES IN PAPAGOU, ATHENS

   



TWO OF THREE HOUSE COMPLEX IN EKALI, ATHENS



FAMILY HOUSE IN VARKIZA, ATHENS

   



FAMILY HOUSE IN N. KIFISIA, ATHENS



FAMILY HOUSE IN PALINI, ATHENS

   


DOUBLE RESIDENCES IN KYPROU ST. PAPAGOU


SIX VACATION HOUSE COMPLEX,
ON AEGEAN ISLAND
   


FAMILY RESIDENCES IN SIKAMINO
AND PAIANIA, ATTIKA


DOUBLE FAMILY RESIDENCE
IN PIKERMI, ATTICA
   


DOUBLE FAMILY RESIDENSE IN
IPPOKRATEIOS POLITEIA, ATTIKA


COMPOSITE STRUCTURED RESIDENCE
IN PELOPONESSE
   


60,000m2 BLOCK OF LUXURY APPARTEMENT
BUILDINGS, IN BUCHAREST


60,000m2 BLOCK OF LUXURY APPARTEMENT
BUILDINGS, IN BUCHAREST
   


APPARTMENT BUILDING
IN N. PSYCHICO, ATHENS
 
   

 

 
 

 
  NEWS / COMMUNICATION

STATIK-5P
Push over analysis accor-ding to the structural inter-ventions regulations


STATIK-5P continues to lead the static inelastic analysis of space frames, according to the specifications of the new Greek regulations for stru-ctural interventions (Nove-mber 2005 issue).


20/03/2007

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CONFERENCES

Static inelastic aseismic analysis of buildings (push over analysis) with STATIK-5H according to the new Greek structural interventi-ons regulations

Athens, June , 21 & 22, 2007.

Applications to participate up to May 25, 2007.

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Static and aseismic analysis of steel structures with STATIK-5-STAHL and detail-ing with Prosteel-3D 17

Athens, May, 24 & 25.
Applications to participate up to April 30.


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