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
  b7 B) o" M7 h• 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
4 @9 X( |* |, ]8 ]• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
• Integrated Graphical Section Designer for Complex Frame Shapes
8 |  I; D, ^* N7 K+ I4 Z• Editing with Move, Merge, Mirror and Replicate
2 B% u5 }  ?4 C# N" r9 p• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
' S) ?5 }$ M6 u' J0 d7 \# u: D• Auto Line Constraints for Mismatched Wall Meshes
' r9 N6 E1 ^7 x+ @1 a; y* t' b& I2 a, `. K• Quick Draw Options for Object Creation
* ?1 x# q& Y( E1 L, N- L/ S& C• Draw Command for Easily Adding Openings to Floors
• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
" Z: ~& I& H4 N, D  x2 \• Automatic Generation of Code Lateral Wind and Seismic Loads
% N: \; E# ?+ u; G& e* b/ x• 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
• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
; Q% H, C0 Y+ O# S, R• Sequencing Allowing Adding or Removing Objects/Loads/Supports
0 N- k# _  N% }9 S• Buildings with Base Isolation and Inter-Story Dampers
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$ t; b8 S7 S) Y  B& a" }; s+ H9 ^2 tETABS ANALYSIS
- t0 K) w) W' k& {' I8 X• 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)
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
# b$ o! c0 F% I, Y• Frame Objects Drawn as Members – Automatically Meshed (N, P)
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
3 }6 q: I+ v, b1 T! M* B( ~+ y1 k• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
; J* x( ]& \& T' ~5 T2 T• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
5 m5 ^* b- E9 Y• Explicit Panel-Zone Deformations (N, P)
3 [1 j% W+ K' @; u4 u• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
1 }  y- _! z  t$ q8 |  w& ?• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
) h1 r4 j$ M- q0 U! y0 m: r( {: _' R• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
- _9 B7 K1 R1 @: \• Nonlinear Time History Analysis with the Wilson FNA Method (N)
' e- K) z, p% K% r9 \3 I- l• Large Displacement Analysis (N)
$ E6 W9 E) F; j- P- r8 D  z• Sequential Construction Analysis (N)
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& i1 Q6 M" x, C; _& I4 MSEQUENTIAL CONSTRUCTION (N)
0 z5 g" K7 Y: X- ]4 g/ |• 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


: ]; u' m" Y' f  u  mPUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
8 ^' u8 s5 b( @2 y  ^• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
• Effective Damping Calculation
' W+ h+ ]6 O' P$ P• Demand Spectrum Comparisons
• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN
' M5 n: M* b! M3 j• 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
3 }, ~: q* \! `- g! c# M• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
: H- O  v+ Q  g  Q$ H3 e8 [- Y• Automatic Calculation of K-Factors & P-Delta Effects
+ _8 n; Z3 q; V4 R; W! g• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
( e8 |, i) R, S: E" P* f• Automatic Tributary-Area Live Load Reduction
* C7 W5 `+ W+ C• Graphical Section Designer for Complex and Built-Up Shapes
' L8 o1 k; b$ X8 u# N* @0 X• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
4 j4 ^: K7 r" r2 j( F: y% n( e• Camber and Stud Requirements for Composite Beams
, h. A4 }0 @) ]$ m/ s% [7 a9 E• Grouping for Design Envelopes
: @, M/ B- I; [6 t: f% O• Designed for Biaxial-Moment/Axial-Load Interaction
. @# @" H$ j9 q• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
3 p6 k& T9 C% Q9 ^% y• Doubler Plate and Continuity Plate Design
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
6 F3 e7 ^: F1 s" U  p; S2 f  q• Shored and Un-Shored Design for Composite Beams
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- G, l: e! |1 o& uDownload: 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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1 f; a% l9 V6 b1 S% e! }Download the Network installation for ETABS V9.7.3.
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. g% [$ {/ f% J8 }  Q7 KDownload the full CD with ETABS V9.7.3
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2) Download the Standalone installation for CSiXRevit 2009 and 2010
9 G. N5 J; V5 `% n6 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
8 D! Q2 \, Y# t# H( U( b3) Importing from ETABS to create a new Revit Structure model
4) Importing from ETABS to update an existing Revit Structure model.

. w" U9 P9 w: g+ Y: TThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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) r, J. M) _7 Y2 n0 D# N" aHave fun!

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.