ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3
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7 q/ J. X; v8 H: t$ V/ K8 Q$ \ETABS MODELING
4 v& s! E' T7 @. Q5 e' @• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
) {+ V& ^* T! ?& Z4 U* B• Models Created Using Building Terminology
) \" u" N! F* d" b• 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
6 X  T8 c% q5 M- v4 }  j• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
• Accurate Dimensioning with Guidelines and Snapping
0 j/ P* k$ e/ N" |• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
7 W& I" q9 l- T5 D• Powerful Extrusion Command for Generating Ramps
• Auto Line Constraints for Mismatched Wall Meshes
* s  I# ]6 m6 @  Y7 [% d• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
- n7 `6 H. @* l& d, E- t• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
( M5 i' t8 e* i: _- r• Automatic Generation of Code Lateral Wind and Seismic Loads
6 Y. U3 E2 ~  O  i( S5 u+ q• Automatic-Permutation of Wind Directions and Eccentricities
6 G; n6 R2 K5 S5 G4 B9 O• Transfer of Loads from Decks/Slabs to Beams and Walls
) c" O) Q3 K$ [7 Y, Z• Vertical Area Loads in Any Shape or Configuration
  E4 x/ U1 h$ q) {$ |3 h• *****ed Properties – Property Modification Factors
( z5 G/ L5 P2 W& i5 P$ Q' z• Gravity, Pressure and Thermal Loading
4 Q& ?" y2 O( m; Q• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
. J5 H2 c+ o: W" s: r: F+ ~5 q+ R• Buildings with Base Isolation and Inter-Story Dampers
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& ~2 N% {- s  i7 h( S( w4 JETABS ANALYSIS
2 t& c7 _6 T; h, i• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
7 O' ], p3 E' N  G$ x% Y1 `; U• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
; b; g; V9 T0 z8 Y- K• P-Delta Analysis (N, P)
0 e( ]' n' e2 W6 {% R) t• Automated Center of Rigidity Calculations (N, P)
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
) N  U1 E5 y3 Z. T7 v; y6 H• 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)
6 g7 s8 a! s: D8 o• Seismic Acceleration or Displacement Time History Analysis (N, P)
/ o/ ^$ y  N) d6 a% r• 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)
* t" `7 b- d5 i6 ?: x& c• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
7 T6 _1 A/ I: q: x) o. P/ a• Nonlinear Static Pushover Analysis (N)
3 E) f4 V: [5 i8 b9 e• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
5 t; W2 ?& w9 z1 j• Nonlinear Time History Analysis with the Wilson FNA Method (N)
9 h6 y) h/ O$ w" e• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)
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8 n/ C+ j3 G) lSEQUENTIAL CONSTRUCTION (N)
• 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
• User Defined Loading

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( S! a0 Z* Z! b; Q6 cPUSHOVER ANALYSIS (N)
2 I! h% l0 t( C6 R% v* n* T• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
$ A1 z- e- y! U6 D• Effective Damping Calculation
' s- E5 C( h$ U5 Z8 `• Demand Spectrum Comparisons
9 K9 W$ w1 n. [& Z' ]4 T9 e• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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0 l; r4 ]* y5 I% [( I# s6 a" ?. rETABS DESIGN
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
8 i0 ~" ^  b2 G3 |& R* o: A6 ]Italian and Euro Codes
( q4 {  e; Z& t$ x• 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
( o& e8 D' l0 S  g) l( n• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
! ~& \: a, q% r! j, l; B• Design for Static and Dynamic Loads
! t- [/ y$ X' j5 [" [3 r  @• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
0 D- N! B: ^* `" C• Automatic Calculation of K-Factors & P-Delta Effects
• Steel Frame Design Offers Automatic Member Selection
6 m# k% N2 e& V# h4 j- U+ H$ N• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
0 q( z, |' I* f1 {% W8 O• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
, j% S8 c# H. I4 }• Grouping for Design Envelopes
( d# Y! P% E- c9 e, M# V" _• Designed for Biaxial-Moment/Axial-Load Interaction
  a' \  I0 i# f* q• Seismic Check of Beam/Column Joints in Concrete Frames
! |) I  H- D  e) b4 ~• Automated Effects of Panel-Zone Deformations on Lateral Drift
* r/ ]* Y% O+ k2 q% R& i" l! u• 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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, k2 X0 }, l6 oDownload the Network installation for ETABS V9.7.3.

Or
Download the full CD with ETABS V9.7.3

2) Download the Standalone installation for CSiXRevit 2009 and 2010
$ r8 Y7 B6 B' 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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3 ?9 Y; c) a2 t( `7 k6 `6 i1) Exporting from Revit Structure to create a new ETABS model
9 A: S  x6 `( w/ e0 w$ |( ?2) Exporting from Revit Structure to update an existing ETABS model
3) Importing from ETABS to create a new Revit Structure model
# q2 y, ]- E; C1 Z0 L0 G) M4) 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.