ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

4 F- p/ Y5 p1 E8 |- _) A

  }; d+ b) ?- n- s0 f
& W8 W/ k% M6 F# n& w
2 t9 V" W8 y6 _3 Q  j7 _+ ^ETABS MODELING
' @' n5 x5 K& H# U• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
% y) D8 x* Z! r/ @1 S• Wall/Slab/Deck Shell Objects with Internal Meshing
9 ~- T: [1 D, M$ N• Story Definitions using the Concept of Similar Stories
7 J$ n1 O* Y& K  [! V+ o7 X$ \• 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
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• 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
) y0 N: k7 L7 z+ F• Powerful Grouping and Selection Options
- O: W8 |4 M$ D- S, s, T3 a• 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
1 `0 M7 G0 v3 e4 J9 R! A• *****ed Properties – Property Modification Factors
0 g3 ^* U4 k) l9 o. O. Y; {7 n• Gravity, Pressure and Thermal Loading
" d0 C$ Y+ a" k* h# B/ H• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
% j0 i2 R, a- V0 f) N6 T; x. e• Buildings with Base Isolation and Inter-Story Dampers
: i: E( {) K& l" T( }/ D9 J
9 e) z" h, j  P6 p
& |1 G/ B0 c" f7 q. k! w7 BETABS ANALYSIS
* P7 T- Z; B5 I  q9 Z/ z( d• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
0 y0 W( O% O, l4 v! q$ d) K5 K• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
: l7 P7 |) z$ H% V$ P- a) G• P-Delta Analysis (N, P)
: X9 O6 e7 ?5 M, Q& i2 C• Automated Center of Rigidity Calculations (N, P)
/ _) g( b" @6 p3 v• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
3 `0 m" k7 [! L6 {. A/ m/ b• Frame Objects Drawn as Members – Automatically Meshed (N, P)
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
- f! p; p) y% }4 {. u• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
, W; q  H8 i- A9 |/ w• Wind Load Forcing Functions (N, P)
4 l7 W; f( e4 B2 c+ V5 _8 L• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
; E" I# g! }5 q& K! E; @3 L! \• Nonlinear Static Pushover Analysis (N)
+ a- b$ y: i3 x• Viscous Dampers (N)
( S; b* S" K2 r/ A• Base Isolators (N)
• Gap Object for Structural Pounding (N)
* h/ }/ G" ^1 t, k; |) f• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)


4 D0 Z2 W- `1 e: NSEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
" d0 b7 Y* l3 Z8 U2 I, r6 F: q3 F• Specify Active Structure by Stories or Groups
! `& O/ s3 v! b( K. G+ m# d• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
• User Defined Loading

/ c  f+ z+ s, S" [$ c
PUSHOVER ANALYSIS (N)
; Y1 i( L# X5 D4 d; n• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
0 E3 \$ g3 C1 _( v6 e& Z' }• Modal, Uniform, or User Defined Lateral Load Patterns
. A+ J3 E+ q+ Q9 w, l2 q8 i• Capacity Spectrum Conversions
• Effective Damping Calculation
• Demand Spectrum Comparisons
• Performance Point Calculation
% d2 I9 H5 {( w( y• Summary Reports including Plastic Hinge Deformations
8 n& ]3 i) z/ R

4 R. y, O6 H7 M' L; q' [ETABS DESIGN
• 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
. [4 j" b, H( v• Automated Steel Joist (K or KCS) Selection
' K% t' ]) z) s6 n* K• Design for Static and Dynamic Loads
- b+ G8 L6 c6 A0 p• Floor Vibration Analysis with Murray Damping
% H$ e; O* X" C* f• Automatic Calculation of Moment Magnification Factors
4 Y* |# b9 K6 E) ~  V: ?6 m) _• Automatic Calculation of K-Factors & P-Delta Effects
• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
8 c! k- U5 ~* @2 g" A" e• Graphical Section Designer for Complex and Built-Up Shapes
. b% h  N8 E9 k1 w( w2 Q' }3 v• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
' M; E0 S+ ]  Z. o2 L• Designed for Biaxial-Moment/Axial-Load Interaction
• Seismic Check of Beam/Column Joints in Concrete Frames
5 u/ h$ h2 }3 {! k6 J2 x8 |6 @• Automated Effects of Panel-Zone Deformations on Lateral Drift
• Doubler Plate and Continuity Plate Design
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
• Shored and Un-Shored Design for Composite Beams


( h4 P- `) o- r/ 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.
+ [" {- f/ K) X7 N& L) q0 J1 x9 R$ U
' W% ~3 I$ r+ {% b4 pOr
# ]8 Q- C( r$ e" U- W9 ?Download the Network installation for ETABS V9.7.3.

Or
8 x% f4 @9 }3 f. C0 A5 eDownload the full CD with ETABS V9.7.3

# N; V" s2 ~' D5 C' ]4 _: Q! f2) Download the Standalone installation for CSiXRevit 2009 and 2010
* m5 R$ s7 v, [% }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:

1) Exporting from Revit Structure to create a new ETABS model
/ d! l8 Q: q2 T! c6 ?2) Exporting from Revit Structure to update an existing ETABS model
6 s( R. {4 L3 f% @. L( S6 o; z3) Importing from ETABS to create a new Revit Structure model
4) Importing from ETABS to update an existing Revit Structure model.
; C# W! H) d6 {* B3 \
. y  K: V6 o  h/ E# ]The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
: k9 p) y: o- @" w5 |, J
' m' D3 D( E+ q6 @- _3 r& zHave fun!
% Q$ ]/ h4 V' j. Z9 P2 j+ Q/ F7 ]

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.