ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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ETABS MODELING
7 R' J( V7 D( ?" i) q• Object Based Graphical Interface
5 }( J' K3 k6 f% A1 i/ p• Model Templates for Most Steel & Concrete Building Systems
/ u( g. y0 D+ z- K• 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
• Common Labeling of Objects between Similar Stories
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
• Integrated Graphical Section Designer for Complex Frame Shapes
• 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
% I# `# f: i/ @. a  u• Auto Line Constraints for Mismatched Wall Meshes
9 ~0 Z8 G( x5 H0 Q# e8 K/ u7 k• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
• 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
• Transfer of Loads from Decks/Slabs to Beams and Walls
• Vertical Area Loads in Any Shape or Configuration
- Z# a7 z9 o2 J& V1 @7 C, ^: c• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
* W' A" s2 q) |9 q/ ^/ _7 o3 Y$ i• Sequencing Allowing Adding or Removing Objects/Loads/Supports
8 m& X" w( a3 S2 z# a2 v• Buildings with Base Isolation and Inter-Story Dampers

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ETABS 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)
) ]) ]( Z( o5 z. l  Y5 f# r• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
. S3 M! \8 M+ s/ D# o) F/ i• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
3 H$ \5 u$ s& ~4 B4 k! o• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
7 e" c% e& K% _' }; {' I6 @% H. y• Applied Force and Ground Displacement Loading (N, P)
+ B/ q) Q) T3 {# h3 F; X+ B% V2 R• Seismic Acceleration or Displacement Time History Analysis (N, P)
" Y& L* S( T( n6 C+ j" a• Wind Load Forcing Functions (N, P)
& ?7 F9 i, c4 u* ^- G) g• Explicit Panel-Zone Deformations (N, P)
3 N; h# @3 \! h4 B6 l% {• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
& `! ?1 c% K1 p+ n• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
" z+ Y+ _2 Y& O$ {/ l5 ]• Viscous Dampers (N)
- V- ?! I+ @- D" [5 Y  e" y• Base Isolators (N)
• Gap Object for Structural Pounding (N)
% ?" m. Z  P8 u1 g# r/ ~9 i• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)


SEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
( p9 P3 }& J3 x+ d7 j* o• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
8 ~7 u% A$ D" \; Z• User Defined Loading
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7 k+ \8 x/ U' p8 J8 {PUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
5 ?+ s3 I# j) A( x5 f• Modal, Uniform, or User Defined Lateral Load Patterns
$ S8 d! v  k. O6 M& `• Capacity Spectrum Conversions
* y0 {; H# }. c' d• Effective Damping Calculation
• Demand Spectrum Comparisons
, g' V( F# a! V" v, V• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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' r# J  l% I* R4 jETABS DESIGN
• 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
• 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
+ k8 f: @% o6 l9 y/ n) F! m• Steel Frame Design Offers Automatic Member Selection
  P3 L- F8 c7 u( z• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
' J5 D; {0 e' B0 [• Special Moment Beam Types for Steel Frames
. e3 T- z; k6 p• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
0 M- s6 ^; f% o; n• Designed for Biaxial-Moment/Axial-Load Interaction
8 s% ~. \" ^' N# H" \5 ?• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
+ _5 V9 a! c5 o  B* n$ i9 U: ]• Doubler Plate and Continuity Plate Design
. z3 D0 j% P4 v- b/ q( Q, Z• Seismic Design for Concentric/Eccentrically Braced Steel Frames
" |- ?) V& R: R" O0 t• Display of Reinforcing for Columns, Beams and 3D Shear Walls
$ K2 Q. z; K, \' f1 r7 u• Shored and Un-Shored Design for Composite Beams


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.

Or
4 S6 h, h7 C* p. s$ p  _: Y4 EDownload the Network installation for ETABS V9.7.3.
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; ?7 d8 p9 O8 V" jDownload the full CD with ETABS V9.7.3

2) 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:
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% x8 q0 v0 D6 x# w7 a- X1) Exporting from Revit Structure to create a new ETABS model
2) Exporting from Revit Structure to update an existing ETABS model
% Z( P* _% I+ {# v3) 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.

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.