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OVERVIEW
Comparison between Gen & nGen has 10 classified sections such as Modeling Steps, RC Design, Design Code, Features, BIM, and Revit Interface.
Let's look over the Modeling Step first!
1. Pre Mode (Modeling Step)
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
SW |
nGen |
Gen |
|
Grid Reference (Grid-Based Modeling) |
O |
Δ |
|
DWG Reference (Drawing-Based Modeling) |
O |
Χ |
|
Recommended Size of Structure |
Low and Intermediate Story (Mid-low rise structure) |
All types (Provides specialized functions for High-rise) |
|
Materials |
Concrete Steel User Define |
Conc. Steel User Define Aluminum Plastic material Time-dependent material (For construction stage analysis) |
|
Sections |
Steel DB section Rectangular Circle Combined (for same materials) User Section |
Steel DB section Rectangular Circle Combined (for same materials) User Section Cold-formed steel section SRC Tapered Composite section (Steel beam + RC slab) |
|
Members |
Wall Column Beam Slab (+Drop panel & Column capital) brace Basement Wall Footing Pile Shell Opening |
Wall Column Beam Slab (+Drop panel & Column capital) brace - Footing (only Mat footing) Pile Shell - Composite beam SRC column Tapered beam
|
|
Loads |
Point Load Line Load - Slab Load Floor Load Seismic (including RS) / Wind load Temperature Load Earth Pressure Imperfection Load Mass - Crane Load - Arbitrary Load |
Point Load Line Load - Pressure Load Floor Load Seismic (including RS) / Wind load Temperature Load Earth Pressure Imperfection Load Mass Pre Tension Load - Heat of Hydration Moving Load Dynamic load |
|
SW |
nGen |
Gen |
|
Boundary Conditions |
Supports Beam end release Plate end release Soil support (spring) Pile support (spring) Point / Line / Area spring General spring - Elastic / Rigid Link Diaphragm Beam end offset / Rigid zone
|
Supports Beam end release Plate end release Soil support (spring) Pile support (spring) Point / Line / Area spring General spring General Link (with seismic control devices) Elastic / Rigid Link Diaphragm Beam end offset / Rigid zone
|
|
ETC_01 |
'Set' concept brought in - * When setting the analysis model, it can create and perform multiple analysis models by selecting desired member/load/boundary condition |
Χ |
|
ETC_02 |
Easy modeling for Multi Buildings |
Δ |
|
ETC_03 |
Auto mesh & size control |
Δ (not able to revise size and shape for created mesh) |
|
ETC_03 |
Body Element - * Flexible shape -creation & editing
|
Χ |
|
ETC_04 |
Flexible shape creation & editing (Sane as element-creation action in CAD) |
Node-based element creation and editing
|
|
ETC_04 |
Generate for Section offset (Automatic section-offset edition) - Align Section (Edits section-offset easily) |
Δ |
|
ETC_05 |
Story & Plane modeling mode (Supports 2D-based easy modeling and editing) |
Χ (Only based on 3D modeling) |
2. Analysis
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
SW |
nGen |
Gen |
|
Static Analysis |
O |
|
|
Pushover Analysis |
Χ |
O - Inelastic Hinge model -Fiber model |
|
Time History Analysis
|
Χ |
O |
|
Cracked Section Analysis |
O Crack width Displacement under cracked section |
|
|
P-Delta |
O |
|
|
Buckling |
O |
|
|
Eigenvalue (Modal) |
O |
|
|
Heat of Hydration |
Χ |
O |
|
Moving Load |
Χ |
O |
|
Geometry Nonlinear |
Χ |
O |
|
Material Nonlinear |
Χ |
O |
|
Construction Stage Analysis |
Χ |
O |
|
Settlement Analysis |
Χ |
O |
|
Direct Analysis |
O |
Χ |
|
Crane Analysis |
O |
Χ |
|
ETC_01 |
Multi analysis (Define analysis cases) |
Χ |
3. RC Design
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
CODE |
nGen |
Gen |
|
ACI318-14 |
O |
|
|
ACI318-11 |
O |
|
|
ACI318-08 |
O |
|
|
BS8110-1997 |
O |
|
|
CP65 (Singapore) |
Χ |
|
|
HK-2004 (Hong Kong) |
Χ |
|
|
TS500-200 (Turkey) |
Χ |
|
|
Eurocode 2 |
O |
|
|
Eurocode 2 (UK) |
O |
Χ |
|
Eurocode 2 (Ireland) |
Χ |
|
|
Eurocode 2 (Singapore) |
O |
O |
|
Eurocode 2 (Malaysia) |
O |
Χ |
|
Eurocode 2 (Hong Kong) |
Χ | |
|
Eurocode 2 (Poland) |
O |
Χ |
|
Eurocode 2 (Sweden) |
O |
O |
|
NTC 2018 |
O | |
|
IS456:2000(India) |
Χ |
O |
|
TWN-USD100 |
Χ |
O |
|
NSR-10(South America) |
Χ |
O |
|
ETC_01 |
- |
ACI318-05, 02, 99, 95,89 Provided additionally |
4. Steel Design
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
| CODE | nGen | Gen |
|
AISC360-10 (LRFD) |
O | |
|
AISC360-10 (ASD) |
O | |
|
AISC360-16 (LRFD) |
O | |
|
AISC360-16 (ASD) |
O | |
|
TSC2016 (LRFD) |
Χ | |
|
TSC2016 (ASD) |
Χ | |
|
BS5950 |
O | |
|
EC3 2006 |
O | |
|
EC3 2006 (UK) |
Χ | |
|
EC3 2006 (Singapore) |
O | O |
|
EC3 2006 (Malaysia) |
O | Χ |
|
EC3 2006 (Poland) |
O |
|
|
EC3 2006 (Sweden) |
Χ | O |
|
IS:800-2007 (India) |
Χ | O |
|
TWN (LRFD) |
Χ | O |
|
TWN (ASD) |
Χ |
O |
5. Design Code for Seismic Load
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
| CODE | nGen | Gen |
|
TDY 2007 (Turkey) |
Χ | |
|
TBDY 2018 (Turkey) |
Χ | |
|
SNI 1726 2012 (Indonesia) |
Χ | |
|
Eurocode 8 |
O | |
|
Eurocode 8 (Singapore) |
O | O |
|
Eurocode 8 (Malaysia) |
O | Χ |
|
DPT 1302-61 (Thailand) |
O | Χ |
|
NSCP 2015 (Philippines) |
Χ | |
|
IBC 2012 (ASCE7-10) |
O | |
|
IBC 2009 (ASCE7-05) |
O | |
|
IBC 2000 (ASCE7-98) |
Χ | O |
|
UBC 97 |
O |
|
|
NBC (1995) |
Χ | O |
|
IS 1893 (2016) |
Χ | O |
|
NSR-10 |
Χ | O |
|
NTC 2018 (Italy) |
O | |
|
P-100-1 (2013) |
Χ | O |
|
Taiwan (2011) |
Χ | O |
6. Design Code for Wind Load
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
| CODE | nGen | Gen |
|
BS6399-2 (1997) |
O | |
|
MS1533 (2002)(Malaysia) |
Χ | |
|
ASCE7 (2010) |
O | |
|
ASCE7 (2005) |
O | |
|
EN1991-1-4 (2005) |
O | |
|
EN1991-1-4 (2005)(Singapore) |
O | O |
|
EN1991-1-4 (2005)(Poland) |
O | Χ |
|
Thailand Wind Code |
O (In July 2021) | Χ |
|
NSCP Wind Code (Philippines) |
Χ | Χ |
|
IBC 2012 |
O | |
|
IBC 2009 |
O | |
|
IBC 2000 |
Χ | O |
|
UBC 97 |
Χ | O |
|
NBC (1995) |
Χ | O |
|
IS875 |
Χ | O |
|
NSR-10 |
Χ | O |
|
Taiwan (2002) |
Χ | O |
7. Features for design
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
Feature |
nGen |
Gen |
|
Ductile Design (Strong column-week beam) |
O |
|
|
Capacity Design |
O |
|
|
Auto Grouping |
O |
|
|
Auto Design |
O |
|
|
Seismic Detail |
O |
|
|
Combined Design Case |
O |
Χ |
|
SRC Design |
Χ |
O |
|
Cold-Formed Steel Design |
Χ |
O |
|
ETC_01 |
- |
Shell design (Sandwich panel method) |
|
ETC_02 |
Basement wall Design |
- |
8. Generation of Structural Drawing
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
Drawing Type |
nGen |
Gen |
|
Beam Reinforcement Cross Section |
O |
Δ (in Dshop) |
|
Column Reinforcement Cross Section |
O |
Δ (in Dshop) |
|
Wall Reinforcement Cross Section |
O |
Χ |
|
Cross-Section View of the Reinforcement of the Outer Wall |
O |
Χ |
|
Slab / Foundation Laying Diagram |
Χ |
Δ (in Dshop) |
|
Civil Retaining Wall Details |
Χ |
Δ (in Dshop) |
|
Stair Detail |
Χ |
O |
|
Steel Connection Drawing |
Χ |
Δ (in Dshop) |
|
Quantity Table |
O |
Χ |
9. BIM Interface
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
SW |
nGen |
Gen |
|
IFC |
Χ |
Δ (Export only) |
|
Revit |
O |
O |
|
Archicad |
Χ |
Χ |
|
Tekia |
Δ (Export only) |
O |
|
Sap2000 |
Δ (Export only) |
O |
|
Etabs |
Χ |
Δ (Export only) |
|
Staad Pro |
O |
O |
|
Parasolid Format |
O |
Χ |
10. Revit Interface
O : Supported O : Scheduled to be supported X : not supported Δ : Not supported (alternative)
|
Factor |
nGen |
Gen |
|
1D |
O |
Δ |
|
Mapping Section |
O |
O |
|
2D |
O |
O (Import to Gen as Plate Element) |
|
Opening |
O |
Χ |
|
Rebar |
O |
Χ |
|
Pile |
Χ |
Χ |
|
Point Load |
Χ |
O |
|
Line Load |
Χ |
O |
|
Load Combination |
Χ |
O |
|
Offset |
O |
O |
|
Link |
O |
O |
|
Support |
Χ |
O |
|
Material |
O |
Χ |
|
Level / Story |
O |
Χ |
|
Grid |
O |
Χ |
