ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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ETABS MODELING
7 G4 z4 t; F/ `9 G3 {• Object Based Graphical Interface
. f. ]2 S; Q2 K. b• Model Templates for Most Steel & Concrete Building Systems
6 G2 X: \  V" ~" g4 t: W; C: Z• Models Created Using Building Terminology
! O* w) F9 F/ p, C% S0 e+ l• Beam/Column/Brace Frame Objects
0 t( E. }( c$ m$ W. P3 c• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
+ N- v& R! p2 E( k6 c& P  O( J• Common Labeling of Objects between Similar Stories
! G* f8 H% [1 }& m# ?& |4 i• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
- ^+ m6 Y0 T. G% s4 X• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
4 k4 d& }7 e* C( W# O; A• Accurate Dimensioning with Guidelines and Snapping
* z2 D3 x) @# V! \6 m• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
: |8 u% F7 B9 ?) w. L  u• Powerful Extrusion Command for Generating Ramps
+ b9 X& e2 j$ b1 u5 Z4 x. L& L• Auto Line Constraints for Mismatched Wall Meshes
( g% T  z: H! H& }• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
% O4 D) u3 |  Y/ a! y' S4 N7 M' g• Support for Multiple Coordinate Systems
% p% U" O. [, H/ c1 p/ i• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
• Automatic-Permutation of Wind Directions and Eccentricities
2 T% H& b8 ]3 l• Transfer of Loads from Decks/Slabs to Beams and Walls
• Vertical Area Loads in Any Shape or Configuration
! ?! f$ ]& J0 q4 q/ R• *****ed Properties – Property Modification Factors
3 N0 s' c' M4 @7 o/ n: a• Gravity, Pressure and Thermal Loading
) G: F3 B6 G9 q7 y7 _/ ~• Wind Loading on Open Structures
7 \( b5 e$ G! w! D+ ]: u) D• Sequencing Allowing Adding or Removing Objects/Loads/Supports
3 A$ }) Z& t$ ?" F6 @& b8 n• Buildings with Base Isolation and Inter-Story Dampers
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+ J5 M. x, y. G- \$ t) z% B/ AETABS ANALYSIS
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
* M, T1 c8 o; w, o• P-Delta Analysis (N, P)
0 ~. \( N1 x; {# _1 P7 Q• Automated Center of Rigidity Calculations (N, P)
1 O& K1 z# r# W- H7 P• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
7 K) F) |0 j' m: n• Frame Objects Drawn as Members – Automatically Meshed (N, P)
1 t& w  U  V/ D+ |# N• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
3 i9 H3 W+ |0 E, h5 E  s% X• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
* |9 F0 a. O6 ~* l$ ]• Explicit Panel-Zone Deformations (N, P)
. H1 u) p/ U( o• Effects of Beam-Column Partial Fixity (N, P)
& G0 u& P3 k2 H( G& V7 r( {• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
) P; u3 y* f* }) m2 e• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
5 c6 k4 ~! i( z' g. X• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)
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3 }& A  L: L( ^6 I' k% w$ gSEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
• User Defined Loading

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% j+ e7 [( P2 A- x* d/ IPUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
4 H5 |8 N$ k% {; z: M6 L2 e• Force-Deformation Relations for Steel & Concrete Hinges
" T2 }( A/ J8 v- g• Modal, Uniform, or User Defined Lateral Load Patterns
+ q3 h- \2 x- ]" d, q• Capacity Spectrum Conversions
• Effective Damping Calculation
• Demand Spectrum Comparisons
  e9 _. ^; M' t. m5 o• Performance Point Calculation
0 U7 L: u8 M  W- j" H• Summary Reports including Plastic Hinge Deformations
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6 J0 X$ N. z2 O: M; CETABS DESIGN
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
4 d/ ~* _- I  ]8 ?0 a! r9 Y• Concrete Frame Design for ACI, UBC, British, Canadian, New
Zealand, Indian, Mexican and Euro Codes
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
5 ?- h2 }9 B) t• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
1 C! G" i: I$ N' _- `5 y' L& i- ]• Design for Static and Dynamic Loads
7 ?( v/ U. @; |. |2 I• Floor Vibration Analysis with Murray Damping
+ D" ]. [" p: j* z• Automatic Calculation of Moment Magnification Factors
1 z: p, S" T. h& r' X" ^/ N0 o4 x# E" n• Automatic Calculation of K-Factors & P-Delta Effects
• Steel Frame Design Offers Automatic Member Selection
6 m! Q2 g' r) ]3 k• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
• Doubler Plate and Continuity Plate Design
  ?0 G' M! U8 h2 a9 M6 V• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
• Shored and Un-Shored Design for Composite Beams


7 A9 a* I# t1 X6 P; r+ NDownload: Pac nào dùng Etabs thì sẽ bit load cái nào rùi nhỉ. có 2 phiên bản (3 link) và thêm 1 link phần mềm CSiXRevit 2009 and 2010
7 @) Y, t: T% X! V4 N1) Download the Standalone installation for ETABS V9.7.3.

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6 Z- w  B/ a( L3 N& GDownload the Network installation for ETABS V9.7.3.
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. Q; b5 R2 i) WDownload the full CD with ETABS V9.7.3

  |* ~$ V$ k1 E2) Download the Standalone installation for CSiXRevit 2009 and 2010
0 B* {8 k  y' [7 |Computers and Structures, Inc. is pleased to announce the release of CSiXRevit, a link that allows for data exchange between ETABS® v9.7.3 and Autodesk Revit® Structure 2012. CSiXRevit supports true round-tripping, specifically - four different workflows of data interchange:
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% P7 F9 ~6 a6 N, ~1) Exporting from Revit Structure to create a new ETABS model
' R% Y8 X4 k' B$ x; W6 {' F8 ~2) Exporting from Revit Structure to update an existing ETABS model
; ^- X1 H! ^/ x3 Y3) Importing from ETABS to create a new Revit Structure model
4) Importing from ETABS to update an existing Revit Structure model.
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& X# J! r. P% Q) S+ ]The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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* Z3 Z3 p/ n, D* R- v! t: VHave fun!
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binrv

etabs có thuốc ( bẻ khóa) không vậy bạn.

quocmy89

Cám ơn bạn nhiều nhưng bạn có link nào khác ko, mấy link này down chậm quá.