ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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ETABS MODELING
5 X2 Z" x4 q* U9 V, L• Object Based Graphical Interface
) |# @; Q4 r$ @& b• Model Templates for Most Steel & Concrete Building Systems
& r4 i& q/ M/ s  `, i% |• Models Created Using Building Terminology
; B, L, ^( i4 l, c7 i2 g( ~• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
% E  b: S$ \3 a9 ~3 F' }• Common Labeling of Objects between Similar Stories
+ I9 x* r+ s- h8 W/ S; x1 h" s9 T• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
+ \7 {' ]" R. p• Integrated Graphical Section Designer for Complex Frame Shapes
; T( `3 F" q4 J4 M• 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
• Quick Draw Options for Object Creation
1 h  K+ c# T9 j- P• Draw Command for Easily Adding Openings to Floors
! ?9 t1 X# X4 z9 Z# Y& w• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
. ~  R- _/ x  q. ?• Automatic Generation of Code Lateral Wind and Seismic Loads
; V- J8 m. ?0 A0 N% N. N, ?• Automatic-Permutation of Wind Directions and Eccentricities
  |3 N+ ?' b" \6 c" J• Transfer of Loads from Decks/Slabs to Beams and Walls
• Vertical Area Loads in Any Shape or Configuration
4 X) ^# `5 ~; m• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
8 {' j7 h8 Q# D( E" D3 i, W, |% A• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• Buildings with Base Isolation and Inter-Story Dampers

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( I% E. ^3 ~3 PETABS ANALYSIS
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
& ]& N/ k" D6 G7 N* i0 g  B) Y• P-Delta Analysis (N, P)
• Automated Center of Rigidity Calculations (N, P)
7 k/ ]$ l# \8 g( N/ ?( C$ v• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
! N/ [( W3 S" K2 J4 f• Frame Objects Drawn as Members – Automatically Meshed (N, P)
9 r9 K5 m9 v, @* b4 ]4 D; C. M5 \: V• 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)
, L2 X  `5 E6 b/ n- g' z• Seismic Acceleration or Displacement Time History Analysis (N, P)
! F; K: Y$ G. s/ ^  h3 u. T• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
, h5 L' A0 t" g% }7 @3 b• Effects of Beam-Column Partial Fixity (N, P)
3 _; H, M* u. M• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
• Viscous Dampers (N)
/ l: `  ?" m' k• Base Isolators (N)
+ B1 E  [7 B; }6 N3 X# o• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
: o  X' H$ W2 v$ j' @• Large Displacement Analysis (N)
2 y1 f& h; b: i9 s• Sequential Construction Analysis (N)

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SEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
' p( K/ k# n' R% E7 O1 q• Specify Active Structure by Stories or Groups
& T; ?% C/ ?6 U7 b/ y: |- T) K  n• Geometric Nonlinear P-Delta and Large Displacements
0 f, ~5 P7 O  ~8 I; F& G) T  B. h• Sequential Construction Load Cases for Design
• User Defined Loading
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PUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
& D) I  K9 Z8 d• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
& Y* d1 u' R6 B# n/ R3 T6 h• Effective Damping Calculation
• Demand Spectrum Comparisons
• Performance Point Calculation
6 W" W9 t) Y6 D; C• Summary Reports including Plastic Hinge Deformations


! A. t% W5 l4 e* M2 H; U7 G2 DETABS DESIGN
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
8 }) _3 G% q5 L5 f( n) m' hItalian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
5 v* M: G; i: s9 o7 X0 ^4 UZealand, Indian, Mexican and Euro Codes
9 Y% Z0 S  p: w1 f1 |' J• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
3 e* o4 m- P& W* U( m% ?• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
% J9 p8 k& \  U* {7 n• Design for Static and Dynamic Loads
2 ?9 _/ E. K9 I; f6 \• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
6 O; a* \2 @" Z% O' M' K" J0 X• 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
• Special Moment Beam Types for Steel Frames
* d5 m, `. J& O. d1 d# T% |• Virtual Work Based Optimization for Lateral Deflections
* F6 i1 w0 [0 Z9 c/ o9 N• Camber and Stud Requirements for Composite Beams
( N- V( a. i, `% i  p• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
# o5 x2 D" T& h  z0 M6 z$ `$ g• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
. o( e1 g  L1 x$ [6 A• Doubler Plate and Continuity Plate Design
4 n! W5 Z3 I: J• Seismic Design for Concentric/Eccentrically Braced Steel Frames
  `4 K! p) C+ _7 r. j  B  Z( u! M5 V• 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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Or
Download the Network installation for ETABS V9.7.3.
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Or
Download the full CD with ETABS V9.7.3
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# v  l, x9 v4 G2) Download the Standalone installation for CSiXRevit 2009 and 2010
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:

1) Exporting from Revit Structure to create a new ETABS model
, d1 \2 @) E' v3 i2) Exporting from Revit Structure to update an existing ETABS model
9 C3 e' `6 \0 N3) 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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' y; U$ M2 ~0 ZHave 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.