ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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ETABS MODELING
2 |# |! @2 w# z" c, X/ A• Object Based Graphical Interface
2 p5 N. B% v% }• Model Templates for Most Steel & Concrete Building Systems
) r6 ]6 {4 Y8 S8 v; J0 B• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
4 n# H4 _" r. ]. R, Q; S, q  M• Common Labeling of Objects between Similar Stories
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
/ R0 t+ o0 @- |6 C• Integrated Graphical Section Designer for Complex Frame Shapes
3 j' {8 C. @: X) p• Editing with Move, Merge, Mirror and Replicate
2 I7 G  L# |1 ]• Accurate Dimensioning with Guidelines and Snapping
3 w6 b8 m8 L1 e$ W• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
( Z, \0 N6 i! u2 b& u, M/ q• Auto Line Constraints for Mismatched Wall Meshes
! b( P9 M( _- _7 z8 n) D0 n! O: N• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
! U. G3 q+ u; w" m1 v2 @8 Y4 n# \( b• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
• Automatic-Permutation of Wind Directions and Eccentricities
$ K' C' R/ c  ]& r• Transfer of Loads from Decks/Slabs to Beams and Walls
# L  P2 S/ _0 R3 G+ C# J3 k• Vertical Area Loads in Any Shape or Configuration
• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• Buildings with Base Isolation and Inter-Story Dampers
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% e+ e" d( x8 ~- p- y6 LETABS ANALYSIS
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
' d! w; V4 O- u• P-Delta Analysis (N, P)
; m8 D; ?- T( U& u0 a( ]& y2 P4 r0 \• Automated Center of Rigidity Calculations (N, P)
% x0 x7 v9 m4 E9 |! |• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
7 a. z6 i: Z2 n) c0 z• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
8 [( e8 a" a% y: P• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
• Applied Force and Ground Displacement Loading (N, P)
; j/ e, z+ j6 w4 D  C- X% Q• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
' V5 W* K* _' G. \• Explicit Panel-Zone Deformations (N, P)
( g* W# H: O  d( s' C) A• Effects of Beam-Column Partial Fixity (N, P)
" I4 h3 X2 _$ [0 T; x• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
( H' ?9 a. f2 V% w• Nonlinear Static Pushover Analysis (N)
3 {/ {1 a1 [9 C8 s. \( F, g7 T• Viscous Dampers (N)
• Base Isolators (N)
0 I; t" b$ C1 `, Q' v3 f• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
: X3 _. O5 ^0 j' _/ |8 m* Z• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)

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8 K. `$ ]" @% x, k2 W. n  TSEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
0 U, V, O8 X$ I: x) @/ Z+ p• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
  @- y6 h, F2 [& A* t: S6 o2 S• Sequential Construction Load Cases for Design
• User Defined Loading


. g( [0 [/ y' Y0 i& p! b5 iPUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
4 W/ J! j* R3 {! F8 l* Y" \• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
$ X+ j& t1 u; i! M  m" H. b3 ?0 y• Effective Damping Calculation
+ D( j. \; _9 s  t# x• Demand Spectrum Comparisons
• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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7 e/ A6 w2 A( KETABS DESIGN
+ f/ ]: |. ^; v3 X. F8 W; X8 A  C• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
* i. \  I$ M$ V/ t. I• Concrete Frame Design for ACI, UBC, British, Canadian, New
  r9 J) t+ y& {Zealand, Indian, Mexican and Euro Codes
: w/ O- G* S' `5 r+ T* z• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
• Concrete Shear Wall Design for American, British & Canadian Codes
/ y/ n- {5 \! h: @2 P0 S7 J" X• Automated Steel Joist (K or KCS) Selection
! a" }! G- }# a3 b/ E; s• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
5 K: L; n8 D  Y/ W• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
- ~1 W% _9 Y1 |) _, [7 ^4 ?• Graphical Section Designer for Complex and Built-Up Shapes
0 t5 a/ D3 n4 ~( }+ q! R2 A7 Z• 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
$ x% h! H: l0 w• Designed for Biaxial-Moment/Axial-Load Interaction
• Seismic Check of Beam/Column Joints in Concrete Frames
) F# I' \" D0 ?0 r: k7 W• Automated Effects of Panel-Zone Deformations on Lateral Drift
• Doubler Plate and Continuity Plate Design
6 ^7 ~5 |2 `6 Z+ I, N• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
; B* ^/ j* F1 k6 L# i& u) r  D• Shored and Un-Shored Design for Composite Beams
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8 N6 Z4 [" X- }$ x* H- S4 d3 UDownload: 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
( W. H& E8 e, v2 S( T2 Q' _1) Download the Standalone installation for ETABS V9.7.3.

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2 H1 b" l; N& m7 v' ^, B& p: ~7 JDownload the Network installation for ETABS V9.7.3.

Or
Download the full CD with ETABS V9.7.3
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& `# ^5 ?; z5 v' R; h" `, r! Q1 y2) Download the Standalone installation for CSiXRevit 2009 and 2010
3 Z; U9 x0 S  ]& ]; yComputers 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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1) Exporting from Revit Structure to create a new ETABS model
2) Exporting from Revit Structure to update an existing ETABS model
" m" b; ~& K* _$ I' O+ u' c3) 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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The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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# A7 N+ D" z# ?% THave fun!

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.