| SOFTWARE |
Structural Analysis
and Design Programs |
| A/A |
PROGRAM |
VERSION |
COMPANY |
DESCRIPTION |
| A-1 |
ETABS
|
|
|
|
| A-1-1 |
ETABS
NONLINEAR |
V9.72 |
COMPUTERS and STRUCTURES (CSI HELLAS) |
Non linear static and dynamic analysis e.t.c. |
| A-1-2 |
ETABS
PLUS |
V9.72 |
COMPUTERS and STRUCTURES (CSI HELLAS) |
Analysis and design of buildings. |
| A-1-3 |
STEREOSTATIKA connection with ETABS |
V3.54 |
Π-SYSTEMS International & CSI HELLAS |
Analysis is performed in ETABS, while pre and post processing is carried out in the very user friendly environment in STEREOSTATIKA |
| A-1-4 |
EC PRAXIS 3J FOR ETABS |
V3.20 |
COMPUTERS and STRUCTURES (CSI HELLAS) |
Design of steel connections according to Eurocode 3, after importing the joint geometry and forces from ETABS |
| A-1-5 |
ETOOLS |
V2.2.0.1 |
G & G PENELIS S.A. STRUCTURAL CONSULTANTS |
Add-on to ETABS for concrete design according to the Hellenic national codes. |
| A-2 |
SAFE |
V12.3.1 |
COMPUTERS and STRUCTURES (CSI HELLAS) |
Linear analysis and design of concrete floor and foundation systems, connecting to ETABS |
| A-3 |
EC PRAXIS 3J |
V3.20 |
COMPUTERS and STRUCTURES (CSI HELLAS) |
Stand-alone program for steel joint design according to Eurocode 3. |
| A-4 |
FESPA |
4.3.0.14 |
LH ΛΟΓΙΣΜΙΚΗ |
Structural analysis and design of beam reinforced concrete elements |
| A-5 |
NEXT |
V 2011 R1 |
COMPUTEC SOFTWARE |
Structural analysis and design of timber, reinforced concrete or steel beam or plate finite elements. |
| A-6 |
STAAD PRO |
V8i-Selectseries3 |
BENTLEY -
(RESEARCH ENGINEERS INT.) |
Integrated finite element analysis and design including advanced analysis capabilities and various international design stages, such as EC-3 for steel and EC-5 for timber structures. |
| A-7 |
STATIK 5 |
1.1.0.20 |
CUBUS AG ZURICH |
Static, Dynamic and non linear Building Systems Analysis |
| A-7-1 |
STATIK STV |
2.68 |
CUBUS AG ZURICH |
Pre-tensioned systems |
| A-8 |
FAGUS 5 |
1.1.0.22 |
CUBUS AG ZURICH |
Structural design of randomely shaped reinforced or pre-tensioned concrete, steel and composite cross-sections |
| A-9 |
CEDRUS 5 |
1.1.0.22 |
CUBUS AG ZURICH |
Linear analysis and structural design of surface element systems made of reinforced concrete |
| A-10 |
STAHL |
1.1.0.4 |
CUBUS AG ZURICH |
Analysis and structural design of Steel Structures |
| A-11 |
LARIX 2G-3G |
2.45 |
CUBUS AG ZURICH |
Analysis of anchored or unanchored excavation walls |
| A-12 |
LARIX 2S-3S |
CUBUS AG ZURICH |
Slope stability analysis using the method of slices |
| A-13 |
LARIX 2M-3M |
CUBUS AG ZURICH |
Analysis and structural design of retaining walls |
| A-14 |
SOFISTIK |
25 |
|
|
| A-14-1 |
STAR 2-3 |
14.26 |
SOFISTIΚ |
Analysis and design of any steel, concrete, timber or composite frame and girder systems |
| A-14-2 |
AQUA/AQB, AQBS |
25 |
SOFISTIΚ |
Beam elements allowabke stress checking of steel or timber structures |
| A-14-3 |
PFAHL |
13.18 |
SOFISTIΚ |
Analysis of individual piles and general pile structures. 2nd order theory analysis possible |
| A-14-4 |
SEPP |
14.25 |
SOFISTIΚ |
Linear analysis of surface element levels with out of plane loads, using the finite element method |
| A-14-5 |
ASE,
ASE1
ASE2
ASE3
ASE4 |
14.57 |
SOFISTIΚ |
ASE:
3D finite element analysis of even the most complex structures, under any type of loading or prestress.
ASE 1: construction stages, extended SLS checks. ASE 2: non-linear beams, 2nd order theory (beams)ASE 3: 3rd order theory, buckling, category effects. ASE 4: non-linear plate elements etc. |
| A-14-6 |
DYNA |
12.46 |
SOFISTIK |
Linear dynamics and seismic analysis and design |
| A-14-7 |
GEOS/B |
12.82 |
SOFISTIK |
Definition of the thendon geomentry, stress sequences and load case assignment for beam elements |
| A-14-8 |
GEOS/P |
12.82 |
SOFISTIK |
Same as GEOS/B, but for plate/shell elements |
| A-14-9 |
ELSE |
10.35 |
SOFISTIK |
Detection and evaluation of influence lines and surfaces |
| A-14-10 |
WALLS |
v2006.352 |
SOFISTIK |
Design of retaining walls with multiple anchorings program (pile walls) |
| A-15 |
STEEL CONNECTIONS |
ν 2009.202 |
FIDES |
Design and optimization of steel connections, according to DIN 18800 and EC-3 |
| A-16 |
WOOD EXPRESS |
V 30.06/2011 |
Runet |
Structural analysis and design of timber roofs, floors, members and connections, according to EC-5 |
| A-17 |
FEDRA |
V 24.03/2011 |
Runet |
Analysis of masonry buildings, using finite elements. Design according to EC-6 |
| A-18 |
BETON EXPRESS |
V 09.03.2011 |
Runet |
Design of various concrete structure components according to the Eurocodes, such as slabs, beams, columns, spread footings or retaining walls. |
| A-19 |
OTHISIS |
V.2.31 |
Ypologistiki Michaniki S.A. |
Design of retaining walls. |
| A-20 |
MICROSTUDY |
V. 2.0 |
Ypologistiki Michaniki S.A. |
Program for the design of individual concrete cross-sections (beams, columns, slab, steel members, footings, etc.) |
| A-21 |
SPACE |
ΙΙ 32 bit
(ΕΑΚ 2003) |
Ypologistiki Michaniki S.A. |
Structural analysis and design of beam and surface element: reinforced concrete, or steel structures, according to the Greek National Codes and EC-5 |
