ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3
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4 i, Z# t3 _- Z7 H/ d9 kETABS MODELING
8 G  \: {9 a/ y# V- z) s• Object Based Graphical Interface
) [7 I1 i. Z4 ?# e* u' `  k• Model Templates for Most Steel & Concrete Building Systems
• Models Created Using Building Terminology
; g5 O" f3 {1 ~: b( E& M• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
• Common Labeling of Objects between Similar Stories
, _+ _* h$ |- |$ k6 e! u( R• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
1 ^9 e- b4 p1 b" d- x: J# o( j• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
, s$ Z. {9 s2 R: i8 W4 {' T: F• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
4 Y3 o0 t  r9 ^3 d  g: O/ _3 G• Auto Line Constraints for Mismatched Wall Meshes
• Quick Draw Options for Object Creation
4 C9 l6 m) f) S! n• Draw Command for Easily Adding Openings to Floors
• Support for Multiple Coordinate Systems
2 e, d7 H2 Y) e* W" A& Q  p• Powerful Grouping and Selection Options
4 o! O# a+ @/ W• 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
- N. X& K8 a' I! P0 \• Vertical Area Loads in Any Shape or Configuration
• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
& Z8 A  r4 v6 R4 d• Sequencing Allowing Adding or Removing Objects/Loads/Supports
* Y1 s' y9 C' A& \1 m• Buildings with Base Isolation and Inter-Story Dampers
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' p' p1 r+ T6 Z$ J& b. s: d1 d+ f& OETABS ANALYSIS
% J9 M9 n* T( B0 @9 ^• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
/ c7 `/ E6 q0 v' R: @• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
9 c* z7 H0 b, _# A, |4 {, y9 t; r+ L. L+ a• P-Delta Analysis (N, P)
: A# P6 o2 r$ ?• 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)
) q* ~" ?& l* P0 X2 S! Z# ?6 w• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
, ]( q! u' P; a  e. k% f• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
) `4 R/ r( k& H( u/ c• Explicit Panel-Zone Deformations (N, P)
# i- N5 g% Q1 X; p- h# t  X, W) T8 I• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
" M- X' y+ B* k( q• Nonlinear Static Pushover Analysis (N)
$ a5 z: v1 X& K4 b% W• Viscous Dampers (N)
4 L/ |0 L$ ?& h2 v6 B  \• Base Isolators (N)
• Gap Object for Structural Pounding (N)
4 M1 p( T; y$ ]5 o• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
6 G3 ^& [, I$ [• Sequential Construction Analysis (N)
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' P5 ]: M/ L$ p8 Q& {SEQUENTIAL CONSTRUCTION (N)
% h$ S: s1 q4 T5 A  o; [• 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
) ^+ I; ~/ a9 m2 F• User Defined Loading
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; ^# m2 k/ X5 V0 E1 U. nPUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
% U- H, J7 V$ r. _% r8 P• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
• Effective Damping Calculation
• Demand Spectrum Comparisons
: ~. e! U& p# h• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN
) v2 V0 R6 s9 X& e• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
• 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
• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
% A% J7 R5 S& c! n8 K• Design for Static and Dynamic Loads
) F4 O& C$ l9 y  x5 j! |8 O6 k! U• Floor Vibration Analysis with Murray Damping
& d& `1 C8 j1 w' H: e• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
• Steel Frame Design Offers Automatic Member Selection
+ d* p" H8 t: C& j• Seismic Requirements for Special Moment-Resisting Frames
, K, V% o* ?& A$ z6 `6 l8 R! ?: H• Automatic Tributary-Area Live Load Reduction
% K9 F- V# m* j+ m  l+ N! l• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
6 m$ k) m" n3 `  E& v. P• Virtual Work Based Optimization for Lateral Deflections
- ?5 a  j) p$ M; h# D• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
  ~4 ^( n% S; O9 s) S• Designed for Biaxial-Moment/Axial-Load Interaction
# p+ h: C2 h: _! V% t6 w• Seismic Check of Beam/Column Joints in Concrete Frames
! |4 Z; J' y5 Q* s/ b; k6 G. g) z• Automated Effects of Panel-Zone Deformations on Lateral Drift
• Doubler Plate and Continuity Plate Design
5 ~7 Q8 z6 ]  [" c• Seismic Design for Concentric/Eccentrically Braced Steel Frames
2 `5 B5 o3 P* R" X- Y• Display of Reinforcing for Columns, Beams and 3D Shear Walls
4 Q/ @1 k" p7 S+ ^• 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
  h: ~* @( S7 \5 v2 N. H2 x1) Download the Standalone installation for ETABS V9.7.3.

Or
Download the Network installation for ETABS V9.7.3.

Or
  r: K( Q* ]: W% S7 fDownload the full CD with ETABS V9.7.3
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2) Download the Standalone installation for CSiXRevit 2009 and 2010
6 ]1 v# g9 V# U, c, XComputers 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
/ H/ U1 I; S4 T: S  L3) Importing from ETABS to create a new Revit Structure model
; E. t  ?; i* M9 F4 h/ W' f( ?4) Importing from ETABS to update an existing Revit Structure model.

The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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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.