ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3
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ETABS MODELING
• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
) E; e" A, {  T/ O9 G8 D6 [- u+ E0 e• Story Definitions using the Concept of Similar Stories
: l+ y, b  [9 i• 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
* f' w3 j& y8 r, l( u5 x" A: T• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
7 Q! {" L1 T7 m" y: g• Powerful Extrusion Command for Generating Ramps
• Auto Line Constraints for Mismatched Wall Meshes
• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
• Support for Multiple Coordinate Systems
& ^: Q2 o7 I# ?0 d: F: G- _• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
( \) ?( B+ e  x) X• Automatic-Permutation of Wind Directions and Eccentricities
9 I: o" o4 [1 [( K• Transfer of Loads from Decks/Slabs to Beams and Walls
$ v& a0 q! B4 ^0 {8 O; y, R• Vertical Area Loads in Any Shape or Configuration
7 i1 k9 H" J+ H. F# A! X6 }• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
( \* `2 F1 {- s! G7 r( v; U; |  O• Wind Loading on Open Structures
4 ^; f/ ]- [4 B) {& f. d: [• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• 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)
  K5 o0 X( V  P$ x• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
& _8 n$ I. p$ Z3 C1 U! g0 I• P-Delta Analysis (N, P)
• Automated Center of Rigidity Calculations (N, P)
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
% a8 F; P2 h: M1 p% I6 {' y• Frame Objects Drawn as Members – Automatically Meshed (N, P)
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
: h( z2 R4 M! _( i4 M! D• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
" n9 D( h9 z. W2 i• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
  v, z; l+ ?. @5 l8 ]# _: L! E+ K( H• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
* ^  ^; m: ~3 v+ v8 ^• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
  c1 f0 J; y( v6 a, H) N1 T• Nonlinear Static Pushover Analysis (N)
• Viscous Dampers (N)
2 j* f# v1 o  U3 y7 V5 l7 D• Base Isolators (N)
• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
9 B; ^7 f3 \. Q, [• Sequential Construction Analysis (N)
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SEQUENTIAL 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
* r* Y$ ]1 v( ?5 z: L( A& p• User Defined Loading
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PUSHOVER ANALYSIS (N)
. w4 N0 K0 r6 L, A# f: h• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
8 O0 a6 {+ y, l  z- j• Capacity Spectrum Conversions
5 |, V" x" @" m1 D' Z* u1 Q4 `6 d- D• Effective Damping Calculation
4 Z; R* P3 w/ [• Demand Spectrum Comparisons
( G' `% X; K) E+ V0 R• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations

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: p9 R) F: J, oETABS DESIGN
5 j8 W; ]$ q8 z9 t0 G  F' F• 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
9 `7 l( m. P( j2 r• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
2 f: p7 `! B6 w* {$ A$ e8 b• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
: D& b) N0 {1 m5 w3 A7 F  c• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
, H  I! B8 e" p- s• Automatic Calculation of K-Factors & P-Delta Effects
; ?) b/ L" ]2 f4 F+ i• Steel Frame Design Offers Automatic Member Selection
$ B7 n2 r. x( n6 D9 W9 ?) x; k• Seismic Requirements for Special Moment-Resisting Frames
5 f) T( `3 n8 y) s/ [* B0 a9 K• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
+ {  M! C; [: N• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
5 Y$ ~3 R9 L" R! L• Doubler Plate and Continuity Plate Design
# O+ |* c3 u" D0 s  m5 t• Seismic Design for Concentric/Eccentrically Braced Steel Frames
5 G) K4 Y3 x8 r9 n  f: _& w* S• Display of Reinforcing for Columns, Beams and 3D Shear Walls
• Shored and Un-Shored Design for Composite Beams
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; k- x, f) t$ y2 V+ }2 O1 TDownload: 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
Download the Network installation for ETABS V9.7.3.

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Download the full CD with ETABS V9.7.3

2) Download the Standalone installation for CSiXRevit 2009 and 2010
; Y+ z' \! H! ~# Y6 n$ L/ FComputers 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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7 S8 z$ F8 \1 G5 m+ B1) Exporting from Revit Structure to create a new ETABS model
2) Exporting from Revit Structure to update an existing ETABS model
3) Importing from ETABS to create a new Revit Structure model
, [  X5 }8 G9 M; S. M' Y8 N, g* T( ]# ?9 C4) Importing from ETABS to update an existing Revit Structure model.

1 X0 A4 Y9 u* b4 W/ uThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.

8 k- Z" c! E6 v: I7 xHave 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.