ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3
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ETABS MODELING
• Object Based Graphical Interface
, o+ I* R$ N+ T• Model Templates for Most Steel & Concrete Building Systems
# p5 R6 W+ ^9 v" z. \4 V; k• Models Created Using Building Terminology
* }% Y% M8 C$ K. \7 g• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
; g3 q1 ~9 Z& E+ F6 x, h( ]• Common Labeling of Objects between Similar Stories
" W7 M/ b& |- `& v: ~7 Z• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
( @+ E$ {- e; C- |- q• Integrated Graphical Section Designer for Complex Frame Shapes
0 q4 H  e6 f( a1 @  K/ ~2 e1 a• Editing with Move, Merge, Mirror and Replicate
• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
• Auto Line Constraints for Mismatched Wall Meshes
0 x0 C/ P: a- ~# T  J& Q0 e2 i: U• Quick Draw Options for Object Creation
) v- g  v: B2 p# o, y• Draw Command for Easily Adding Openings to Floors
  c4 u! W- C/ N9 @2 J( B. u• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
* v/ O% b* V& [5 o4 Y$ z( ?• Automatic Generation of Code Lateral Wind and Seismic Loads
• Automatic-Permutation of Wind Directions and Eccentricities
• Transfer of Loads from Decks/Slabs to Beams and Walls
: h$ j* W2 ]7 S5 o1 n& q• Vertical Area Loads in Any Shape or Configuration
; q5 G4 H; P1 K6 c: y; Q2 b• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
; K& B0 i& X5 t# |, g4 z$ q• Buildings with Base Isolation and Inter-Story Dampers
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$ M  i; y7 i9 O. AETABS ANALYSIS
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
• P-Delta Analysis (N, P)
• Automated Center of Rigidity Calculations (N, P)
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
• 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)
• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
  d8 w' K* s7 m4 O' i4 g• Viscous Dampers (N)
• Base Isolators (N)
9 e  W+ A6 Y0 I* U( }1 s  n$ m• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
" N+ z' @! m, A+ }4 a• Sequential Construction Analysis (N)
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" x3 b* R: [5 P5 KSEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
; U% k8 C2 C# S+ e" C% ^. r9 K( a• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
' W1 C, O6 L$ }: U; a• User Defined Loading


3 G, M, _5 ^9 b' D2 f7 _" K3 mPUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
; U+ o5 P5 E. {  O6 U1 s• Capacity Spectrum Conversions
• Effective Damping Calculation
• Demand Spectrum Comparisons
& U0 ^4 q+ g4 S) @. r. G• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN
, I5 R# |, a. p+ D" D8 j• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
9 ]1 G0 t+ o- w6 A9 H1 j0 X! \: pItalian and Euro Codes
7 B3 J8 [4 d  K: I, P+ E• Concrete Frame Design for ACI, UBC, British, Canadian, New
3 x3 y  F6 E! h8 q( a. wZealand, Indian, Mexican and Euro Codes
: O( a2 \3 L: J2 W- A5 f( Y• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
- y9 h- b- T" r' H+ ~3 z4 `• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
# Q9 n/ m0 |: l8 r9 y0 A; K• Automatic Calculation of Moment Magnification Factors
" j9 B2 A: H0 D; H• Automatic Calculation of K-Factors & P-Delta Effects
• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
9 f9 i) c: h4 h6 Z+ t9 G7 P• 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
! Y% t. S, |9 a• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
: \( m6 h( v7 _1 f• Doubler Plate and Continuity Plate Design
• 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
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Download: 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
1) Download the Standalone installation for ETABS V9.7.3.

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1 X$ h2 d1 g! T1 IDownload the Network installation for ETABS V9.7.3.

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, U! g( E7 t7 Q1 i8 I7 s- SDownload the full CD with ETABS V9.7.3

2) Download the Standalone installation for CSiXRevit 2009 and 2010
9 l# Q+ K7 M& H" {$ L  a# a0 q  _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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4 m1 y5 Y  C6 w: n2 Q1) Exporting from Revit Structure to create a new ETABS model
$ G: S( Q6 r+ k, W! [* V  ]; h4 \2) Exporting from Revit Structure to update an existing ETABS model
3) Importing from ETABS to create a new Revit Structure model
  d. ?0 a* C- G. Y  E4) Importing from ETABS to update an existing Revit Structure model.
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& \7 |) h) u. K8 w7 dThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.

Have 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.