ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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/ a2 w- z1 F& B4 i% C/ cETABS MODELING
• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
( A) c2 Y8 C- l* [+ m• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
" L" T2 G/ _% J5 u' F• Wall/Slab/Deck Shell Objects with Internal Meshing
+ H: v, L& R) _$ L• Story Definitions using the Concept of Similar Stories
• Common Labeling of Objects between Similar Stories
1 j: n: k% [7 K' M& p% i• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
5 _$ X( n' Z' d/ s; V/ }) T- t• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
- [/ B! D( r) E• Accurate Dimensioning with Guidelines and Snapping
9 h4 x; T. W$ C1 e# A+ \6 Q• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
, C# ^) x% |' K8 ?" c4 p1 I• Powerful Extrusion Command for Generating Ramps
• Auto Line Constraints for Mismatched Wall Meshes
! m! ^/ k3 |5 X' a$ F• Quick Draw Options for Object Creation
. D& Z5 Z* y" |• Draw Command for Easily Adding Openings to Floors
9 c. o+ J( u0 O0 a" H  Z• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
$ w) O# F/ _% F# V• Automatic Generation of Code Lateral Wind and Seismic Loads
• Automatic-Permutation of Wind Directions and Eccentricities
" g  C2 J' P5 S• Transfer of Loads from Decks/Slabs to Beams and Walls
• Vertical Area Loads in Any Shape or Configuration
• *****ed Properties – Property Modification Factors
) e( Y' \$ X$ p: z• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
: p- V! |: u- T/ ~• Buildings with Base Isolation and Inter-Story Dampers
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# I, Z+ I9 E! IETABS 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)
+ k  K) w! W# K# g1 g9 I• Automated Center of Rigidity Calculations (N, P)
, E* |( E1 E2 \& N+ P2 q0 x% m• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
  F/ w+ k2 d- I+ ?! B• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
% m* i( u+ i& |# p) r: c• 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)
( K7 C" X, i. y" p• Nonlinear Static Pushover Analysis (N)
+ T" [7 a  a! f* J+ {• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
3 Y6 F8 g' q5 E2 W+ Y6 {  i% E• Nonlinear Time History Analysis with the Wilson FNA Method (N)
3 V1 n1 l0 q# G9 {: U0 P/ y% V• Large Displacement Analysis (N)
) H8 @( k. a7 Q: k# t- S• Sequential Construction Analysis (N)
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SEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
$ Y2 Z4 `0 k4 U) g8 e' K# B8 {; F2 N• Specify Active Structure by Stories or Groups
4 w. M) W0 T* ^, F/ f+ L+ c. {• Geometric Nonlinear P-Delta and Large Displacements
, U- i: V4 k! Q/ s  U- `! G• Sequential Construction Load Cases for Design
' W8 n1 @% Y* u7 _( H5 t. J• User Defined Loading

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PUSHOVER ANALYSIS (N)
# [$ k5 E* S3 J• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
& f9 f( m* Q- s3 n• Modal, Uniform, or User Defined Lateral Load Patterns
" {8 k, }7 k6 x+ T• Capacity Spectrum Conversions
• Effective Damping Calculation
( K- C4 T7 I! v3 |, ]" h$ V4 O• Demand Spectrum Comparisons
) w7 G- `% n0 L; r: B6 X• Performance Point Calculation
4 G5 w+ d) p) ^5 @• Summary Reports including Plastic Hinge Deformations
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/ r  {) d4 V/ G) ?, _' A8 s% YETABS DESIGN
, f' H9 J) q- O2 X3 [; Z9 ?• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
5 |$ L' q1 F6 ?5 j% JItalian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
! l' g: ]/ q8 g# M0 SZealand, Indian, Mexican and Euro Codes
+ E; g4 G+ O4 Q$ @. O& e• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
• Concrete Shear Wall Design for American, British & Canadian Codes
. y8 J0 U% X: X8 ^7 t- [$ a• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
! ~1 s- D6 h5 Q* z+ X• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
' B+ s) ^5 O; o2 J" W, 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
• Graphical Section Designer for Complex and Built-Up Shapes
% \1 U- \2 Q! o: e5 t• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
3 d0 C: U- a& w2 t: f• Camber and Stud Requirements for Composite Beams
& S  y( h4 _; ~/ `9 j4 j2 w' i• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
& @$ S) g- G: i3 |7 l• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
$ G7 r. y8 \4 }; s. V; b) }• Doubler Plate and Continuity Plate Design
1 r" K; B3 L! v1 r3 V$ e• 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
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  D; X$ m! [7 m) e$ LDownload: 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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Download the Network installation for ETABS V9.7.3.
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* f4 c! d9 f4 hDownload the full CD with ETABS V9.7.3

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
  k" `$ S1 A: a% {  O$ ~2 T) V2) Exporting from Revit Structure to update an existing ETABS model
; K, h. W) K/ }+ p! m. Q3) Importing from ETABS to create a new Revit Structure model
2 B7 I2 ^2 z, C4 J4) 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.
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$ t" v& G' z5 r+ DHave 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.