ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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ETABS MODELING
  F* B8 R+ s/ N# I# F; X' C• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
4 I% V3 J  ]' B1 \• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
, s& l; c) J0 O# m) O• Wall/Slab/Deck Shell Objects with Internal Meshing
) o5 s& W, O; j• Story Definitions using the Concept of Similar Stories
9 U% ~1 X! y, S5 z• 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
$ @6 ^! u+ Q0 i• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
& x/ U: I3 f( J( q. S• Powerful Extrusion Command for Generating Ramps
4 r6 P; j* x3 ^• Auto Line Constraints for Mismatched Wall Meshes
9 q& v& l! ~, J8 @* \• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
; R7 y) V2 G) r+ i& `• Support for Multiple Coordinate Systems
• 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
+ M0 G8 W  s! J- O' a• *****ed Properties – Property Modification Factors
# [' Q8 u2 r. g7 B• Gravity, Pressure and Thermal Loading
3 y4 r  H) D- ]- g' K  D7 q• Wind Loading on Open Structures
% Q( Z; m1 K$ P; l  m! V• 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)
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
* d- F1 |: k' Z• 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)
5 R0 c+ m& h+ C0 G% O• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
- m) N( P6 f" E7 |/ j; _8 U• 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)
, U4 J) t8 a, N9 m• Explicit Panel-Zone Deformations (N, P)
1 b# G. a7 L  o3 I4 ]% J% e. i• Effects of Beam-Column Partial Fixity (N, P)
0 X: V) r' W. Y• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
9 p! \/ g3 G. e0 u7 y• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
( g0 N0 ~. ^, v8 ?• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
% I% u( }/ l+ G& t6 g9 r• Sequential Construction Analysis (N)
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SEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
• User Defined Loading
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' u! A/ c) G3 X6 {7 e1 UPUSHOVER ANALYSIS (N)
: T6 B' J! t0 K' w0 l• FEMA 273, ATC-40
" U' k& p4 j) i8 N# v• Force-Deformation Relations for Steel & Concrete Hinges
0 P4 w) |* y, M8 z* G• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
" i) E  `- `/ V• Effective Damping Calculation
1 @& a6 C9 i8 ?" \; p• Demand Spectrum Comparisons
• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
$ o7 j* e" `2 w  a" R: h2 FItalian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
; d, Z# ?/ w+ w# j3 s# YZealand, Indian, Mexican and Euro Codes
/ ~0 U0 z: V# _8 T3 V! B• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
* {; y/ k5 l$ b2 s* L• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
6 |* K7 l% Z5 Y$ E• Automatic Calculation of K-Factors & P-Delta Effects
. r+ c6 f5 y& M: N& h+ {0 T  c• Steel Frame Design Offers Automatic Member Selection
: j/ Q4 i. n) D+ G• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
$ d0 ]& J4 w, J$ C4 Y' Z" c/ M• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
3 ^8 T% g" t6 K* Z• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
+ L% _7 D' u, _$ a) e8 }" A• Seismic Check of Beam/Column Joints in Concrete Frames
4 v* G3 m& ^- C2 V5 D0 w• Automated Effects of Panel-Zone Deformations on Lateral Drift
5 ]( W! E$ X! i) P• Doubler Plate and Continuity Plate Design
: [; z7 {7 R3 V& x; Y7 x; i+ \• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
9 O, x* F7 w5 E3 ^0 V5 o• 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.

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Download the Network installation for ETABS V9.7.3.
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4 ~; e& ^3 y: A5 s; KDownload the full CD with ETABS V9.7.3
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/ X9 V! h2 u7 s* G2) 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
2) Exporting from Revit Structure to update an existing ETABS model
  w& s) O5 I' x( j- M/ F9 f3) Importing from ETABS to create a new Revit Structure model
4) 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.