ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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/ r# O( U, z5 i" J( p* \2 {ETABS MODELING
( r+ M, y9 M0 H4 M" i• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
9 o2 v9 e$ a0 V' o# C" H1 J0 X* C• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
% d" O* I$ N- s7 G! d• Story Definitions using the Concept of Similar Stories
! w3 @' h' w& ^6 y/ m  S% w7 H2 D• Common Labeling of Objects between Similar Stories
1 m; L* ?) e# U: t9 j" [• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
9 y- T8 P0 F2 h' k* f/ ~0 S• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
3 [8 F9 p  L4 R6 [• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
, [2 ?2 N2 z7 Z1 y2 n• Auto Line Constraints for Mismatched Wall Meshes
• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
2 Z, s: m. J: j% _+ ~0 V• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
3 F- M) {( Z2 Z; }• Automatic-Permutation of Wind Directions and Eccentricities
+ m, `6 K4 h: |" d+ q* C8 \0 @/ `' c• Transfer of Loads from Decks/Slabs to Beams and Walls
% x* J$ i9 g. e& e+ F7 a6 _% p• Vertical Area Loads in Any Shape or Configuration
/ F4 Q- ]3 H9 e0 a" Y% J• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
7 ?, E. g" j( j6 H- e• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• Buildings with Base Isolation and Inter-Story Dampers
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0 J2 l0 s3 v  \& kETABS 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)
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
, b; b2 Y4 {$ o  s• 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)
1 N" [3 `6 x1 q0 D• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
9 x* Q6 N( C4 x' J( t• Effects of Beam-Column Partial Fixity (N, P)
. P$ i/ O8 ]9 o; Z6 t• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
7 X! a2 |) p, ]! r6 p• Viscous Dampers (N)
$ R; I) V( d0 J) t: l# k& S# d7 z• Base Isolators (N)
• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
8 r9 ^; }) l4 e; N1 ]• Sequential Construction Analysis (N)
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6 y: o% A; V% F/ U# pSEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
, O. O- K4 o. `% V9 ~% J5 h• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
) z1 m. }  @4 @; o• User Defined Loading


1 `$ C. L5 }) |9 ~" xPUSHOVER ANALYSIS (N)
8 N3 g# P$ j+ r# R8 N• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
% K5 t) ?2 }. s4 T5 Q• Capacity Spectrum Conversions
: a' A" s4 H, ?* O# }' h- A• Effective Damping Calculation
• Demand Spectrum Comparisons
• Performance Point Calculation
: e) u$ `7 S, C% o" F4 f( j" z, l• Summary Reports including Plastic Hinge Deformations


ETABS DESIGN
' A$ ~. ^9 w3 d8 X  F0 f  e• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
% G6 K' _0 j! A4 q! b) k6 o1 @Zealand, Indian, Mexican and Euro Codes
0 Y: ~( E* E9 T8 w6 {: I+ L• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
• Concrete Shear Wall Design for American, British & Canadian Codes
: O' M. m4 q1 J6 q' ^' F• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
2 h! F6 U4 y- y) D- m/ |• Automatic Calculation of K-Factors & P-Delta Effects
' h; i$ a- Q  x# Y3 \! c• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
" x- V, s/ Q. A% H7 B• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
) T. g' E( N/ ^2 S! |. O- t) N% A2 u• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
9 m' M3 y, O0 \) }2 ~; m• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
7 \' J& Z1 S( i, G% Q• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
+ a5 r, J3 J7 d2 e  x• Doubler Plate and Continuity Plate Design
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
7 r+ ^* A! p7 R! S* k( ], ~• 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.

Or
Download the Network installation for ETABS V9.7.3.

Or
! \1 w. H, S# w# \! g. RDownload the full CD with ETABS V9.7.3
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* w: y/ T4 W7 \1 x3 G; {6 K: `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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  X  j2 f; Y" U) M1) 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
) f& m% w2 y3 `* a/ v; ]* l4) 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.

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.