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
• Story Definitions using the Concept of Similar Stories
• Common Labeling of Objects between Similar Stories
7 e2 E* h; R; O• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
$ Z' K+ b- C2 Y3 z8 K• Integrated Graphical Section Designer for Complex Frame Shapes
# j+ m: a$ X4 ]0 H- C  D• Editing with Move, Merge, Mirror and Replicate
7 a( W! ?- w" ~4 ?• Accurate Dimensioning with Guidelines and Snapping
" ^$ z* @3 u6 a$ z$ m2 j- ?• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
6 ^6 X" v6 r% t1 d$ ?+ Z, u" J• Powerful Extrusion Command for Generating Ramps
* Y- b6 z7 S1 ~: R+ A4 J& e• Auto Line Constraints for Mismatched Wall Meshes
' L/ o9 U0 j: g, t) h' x2 |$ \• Quick Draw Options for Object Creation
$ L" Y3 K9 v1 P• Draw Command for Easily Adding Openings to Floors
• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
. G% ~, b: A' k- n0 E+ v9 d• Automatic Generation of Code Lateral Wind and Seismic Loads
0 w1 y2 X7 P6 Q% a( Q7 E  z• Automatic-Permutation of Wind Directions and Eccentricities
- B4 d1 Z( S' _- n3 Y# I• 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
" P# F/ l! P" m• Sequencing Allowing Adding or Removing Objects/Loads/Supports
/ f+ M( r& S6 Z  J0 x• Buildings with Base Isolation and Inter-Story Dampers


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)
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
2 _2 r! [* U% |• Frame Objects Drawn as Members – Automatically Meshed (N, P)
! Y' y2 ]- _2 W; a& Z• 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)
- w" ~: Q; K+ P% e, e• Seismic Acceleration or Displacement Time History Analysis (N, P)
& q( W4 S" y* x# `" k$ N. f• Wind Load Forcing Functions (N, P)
& U8 Z. v2 `3 k0 _7 L. N2 z$ R3 @• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
8 U8 z) l" ]: v7 r0 R/ N• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
% G" N+ v' @% Q9 a. b• Nonlinear Static Pushover Analysis (N)
• Viscous Dampers (N)
• Base Isolators (N)
, q# E( U  M/ C# ?! z) g! ~• Gap Object for Structural Pounding (N)
9 d& p% {0 q( {• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)
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+ j" y+ r! R+ T2 W; ]5 tSEQUENTIAL CONSTRUCTION (N)
0 E% d9 m# x" a0 i2 I( V• Model Effects of Construction or Demolition
" ~" y& F$ }2 H• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
* i, e/ ~9 I: k3 i• User Defined Loading

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; _) n7 `2 V1 z. BPUSHOVER ANALYSIS (N)
7 M9 s9 @, \3 u+ o4 @: n, K• FEMA 273, ATC-40
3 c7 _7 r" |2 D% j% b• Force-Deformation Relations for Steel & Concrete Hinges
+ I; p$ G' Y  S/ R% n• Modal, Uniform, or User Defined Lateral Load Patterns
0 \5 x3 K9 A/ E• Capacity Spectrum Conversions
; K, h  G( s  j9 |" B9 b. `• Effective Damping Calculation
• Demand Spectrum Comparisons
• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations

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ETABS DESIGN
1 r# o7 g' t3 g& o/ b! w8 n• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
5 I# |. J- b& e" u& b' _& E7 m! s& d3 R( \Italian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
& V2 ?5 s1 q3 E7 P, VZealand, Indian, Mexican and Euro Codes
7 z8 G2 k9 S! z" C2 f2 A• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
8 _% Q8 z% e" K( X; H• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
" g# i( G. L8 e& u, R• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
% I6 H, c( k" X4 b/ W$ O$ d• Automatic Calculation of K-Factors & P-Delta Effects
' @/ e* h4 G2 R% w• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
* c1 M, ?/ }$ [9 i, P• Special Moment Beam Types for Steel Frames
3 S0 g3 w" M/ c! V* a. b: w9 p# x6 A• Virtual Work Based Optimization for Lateral Deflections
- x3 H( C8 m' n5 t( h! X• Camber and Stud Requirements for Composite Beams
& L, o/ s4 i% l8 S; o# P• 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
+ a+ z( o, G6 m: l. f6 k• Doubler Plate and Continuity Plate Design
6 p  x- v4 T2 B• Seismic Design for Concentric/Eccentrically Braced Steel Frames
& y% W. |# A  ]• 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
( R) T5 H: ^# t& w* B! c6 T1) Download the Standalone installation for ETABS V9.7.3.
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5 k1 ^2 b4 |1 z! ~/ xDownload the Network installation for ETABS V9.7.3.

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. r* u; T! e3 N  o+ a, bDownload the full CD with ETABS V9.7.3
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. l& d; J% z$ e4 @/ j% z2) 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
- S, N  N% f/ ^- ^+ s/ Z2 d+ j2) Exporting from Revit Structure to update an existing ETABS model
3) 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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( {& P; D9 U1 p: L& z8 D1 ZThe 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.