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Tiêu đề: ETABS Version 9.7.3 [In trang]

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Tác giả: AirBlade    Thời gian: 25/8/2011 03:15
Tiêu đề: ETABS Version 9.7.3

ETABS Version 9.7.3
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ETABS MODELING
1 k2 q/ }1 o& ]9 ^3 `- U- N' z• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
• Models Created Using Building Terminology
9 j# k* a, `- i0 a8 y' r1 R, [; n: _: B• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
, I2 T- |3 k; Q2 r• 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
0 }0 X" i2 ~) @" m3 w, u' o, y• Accurate Dimensioning with Guidelines and Snapping
$ M2 }1 w: |7 V) w! N9 v2 C! j• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
" U: H. J4 w+ m" U+ N• Powerful Extrusion Command for Generating Ramps
" ?5 D" t1 n% K( h) m5 E7 P) c• Auto Line Constraints for Mismatched Wall Meshes
• Quick Draw Options for Object Creation
0 o+ G# }) ?1 Q$ a: K• Draw Command for Easily Adding Openings to Floors
0 |4 t% H3 i9 h+ P• Support for Multiple Coordinate Systems
6 l- c2 h. K# h& m" [! z# x• 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
  @4 l( Z6 i& ?) z' ]• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
9 ~- \8 M" {" ]* l6 }; r: p• 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)
. Y- i2 z* q7 t4 v* z1 W+ M• 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)
, H. Y, |7 r7 J4 \. H• Frame Objects Drawn as Members – Automatically Meshed (N, P)
" g4 `- j( ~8 f3 \: H• 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)
) H% {) ?5 }- _6 \& \• Seismic Acceleration or Displacement Time History Analysis (N, P)
7 L: j! I3 F4 o. g• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
3 o- X5 D. K2 I4 V- h, c0 L• Construction Sequence Loading Analysis (N)
# R% L; H, o1 r, X% |$ _* C8 u+ w1 A" m• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
' F+ N0 T1 F4 l• Nonlinear Static Pushover Analysis (N)
• Viscous Dampers (N)
• Base Isolators (N)
- A1 }0 N. d3 N• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
  I9 J- E3 X$ f0 b5 w' ]• Sequential Construction Analysis (N)
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# l. X/ L0 X7 o. H) |; h( H3 hSEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
& g- P8 w& k! B. c; O• Geometric Nonlinear P-Delta and Large Displacements
5 h0 W, O# ]! J! ?3 f• Sequential Construction Load Cases for Design
• User Defined Loading
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# B4 ]6 J+ \, @; c4 M& y" [# f; v9 dPUSHOVER ANALYSIS (N)
6 [1 y5 v' a$ \8 t• FEMA 273, ATC-40
5 d$ \. m, ?7 z• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
7 U# x. U8 F- Z6 L( N• Capacity Spectrum Conversions
) G1 _  K) m0 q/ A+ s1 k4 H8 Q• Effective Damping Calculation
. N- I+ |: N) ?( P8 U% [5 j8 m• Demand Spectrum Comparisons
4 Z, L& O0 @# V' f7 M/ M7 P• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations

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ETABS DESIGN
( j( J) O( ?( |  a) z, Y  B) o• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
) r# R8 ^  f9 b) ~7 G• 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
; t1 H( C! k# L. B• Concrete Shear Wall Design for American, British & Canadian Codes
8 `& O0 o" T% ]6 E) V$ _% T• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
7 ]/ ~9 _5 ~1 J0 G) x9 f• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
8 z2 S0 I4 {$ z* p. s• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
2 y' M0 @- R( _• Graphical Section Designer for Complex and Built-Up Shapes
8 _/ H; R; V) e0 l( n6 u- a• Special Moment Beam Types for Steel Frames
  e  E/ ^2 [! ^* n* ?- u• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
' G1 @4 }, ]# d3 x; l7 l5 P& v• Grouping for Design Envelopes
1 i3 {4 s# q3 B) C7 J: B• Designed for Biaxial-Moment/Axial-Load Interaction
( S- s- m& x; _7 ]• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
# w8 n5 V( A% U; C+ W• Doubler Plate and Continuity Plate Design
6 j* g) r" e" _* n• Seismic Design for Concentric/Eccentrically Braced Steel Frames
% C: |3 l2 f: K• Display of Reinforcing for Columns, Beams and 3D Shear Walls
/ n6 W  L' M; @% O8 ]* M1 G" @• Shored and Un-Shored Design for Composite Beams


# q3 c+ Q7 J7 X$ _: J+ v7 Y; bDownload: 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
+ {! J3 i7 B, z9 Z1 G3 KDownload the Network installation for ETABS V9.7.3.
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Or
4 `! o- p  G8 _) M9 J6 zDownload the full CD with ETABS V9.7.3
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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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1) Exporting from Revit Structure to create a new ETABS model
$ P/ r; S7 p9 k$ i. b: W2) Exporting from Revit Structure to update an existing ETABS model
& w9 S5 _/ u" D. G/ a9 P5 p3) 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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( P0 _: q0 m2 R8 O( \4 E/ GThe 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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Tác giả: binrv    Thời gian: 12/9/2011 10:07
etabs có thuốc ( bẻ khóa) không vậy bạn.

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Tác giả: quocmy89    Thời gian: 24/10/2011 16:29
Cám ơn bạn nhiều nhưng bạn có link nào khác ko, mấy link này down chậm quá.

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