ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3
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ETABS MODELING
• Object Based Graphical Interface
6 r6 l1 n# E% S• Model Templates for Most Steel & Concrete Building Systems
" t. @) T) p: e• Models Created Using Building Terminology
1 ]# g. G4 N% |( |" z& ^• Beam/Column/Brace Frame Objects
3 N( |0 o$ ?& i! Q7 R• Wall/Slab/Deck Shell Objects with Internal Meshing
1 s: @5 f. a" I• Story Definitions using the Concept of Similar Stories
• 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
7 I7 f' a. i6 I• Editing with Move, Merge, Mirror and Replicate
% R  P* _; D. b1 ^) \4 P• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
/ |" `/ i) q/ R% g• Powerful Extrusion Command for Generating Ramps
8 }# C8 n8 @# f! \  I• Auto Line Constraints for Mismatched Wall Meshes
) @3 `. i4 ^' z) x# }• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
• 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
+ g' b# y, _( ?5 d8 M$ y# c; L- p• Transfer of Loads from Decks/Slabs to Beams and Walls
, O' G/ i' V1 ]6 P- a6 C• Vertical Area Loads in Any Shape or Configuration
• *****ed Properties – Property Modification Factors
; |2 W) X3 Q4 Q0 U5 I$ V0 s• Gravity, Pressure and Thermal Loading
* q+ T' K" c! f2 g• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
6 X6 E4 o* h+ M' \• Buildings with Base Isolation and Inter-Story Dampers
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+ w4 ]6 M+ w( K! m! i" x8 PETABS ANALYSIS
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
9 x# T: ^( y! I- y/ D• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
• P-Delta Analysis (N, P)
• Automated Center of Rigidity Calculations (N, P)
( z) H3 _8 E4 ]' i• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
6 K2 p; B6 g1 ^, l• 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)
• Applied Force and Ground Displacement Loading (N, P)
& g/ T* a% Y5 d• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
/ m$ q/ _5 g  a9 q5 C' u9 e" x# |• 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)
• Nonlinear Static Pushover Analysis (N)
• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
: o' ~; D- }* S7 ?7 N• Nonlinear Time History Analysis with the Wilson FNA Method (N)
0 j: y' R6 s$ T* H, R$ V  Y5 u+ i$ l• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)


SEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
8 t" X; X8 B8 Z1 }( f• Sequential Construction Load Cases for Design
# q. ?2 K# ]1 G4 B& [- i• User Defined Loading

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, y" o/ Z$ d' Z( h& D" uPUSHOVER ANALYSIS (N)
/ f% l$ {& h6 x1 g: G3 [: x" q• FEMA 273, ATC-40
0 E0 ?1 B  d0 p: [9 e3 `4 A5 y• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
• Effective Damping Calculation
1 R% w; `; k# B4 e" \! R• Demand Spectrum Comparisons
3 d7 t1 s: E! h- K. }• Performance Point Calculation
. x& d; A; J! ]1 R• Summary Reports including Plastic Hinge Deformations

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; A6 E2 ?& j, s. r2 Q6 _+ z8 METABS DESIGN
& p/ L* n, T0 Y/ I7 s• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
; W6 j8 z+ R) K- HItalian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
# v, B) S% T* E6 A- I" WZealand, Indian, Mexican and Euro Codes
# Q7 J$ K# {0 Z. W# }* n) f• 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
) z# h  I$ I! k# V4 w( g• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
$ c8 M; x4 ]$ h# C" c7 b• Steel Frame Design Offers Automatic Member Selection
4 j9 @8 y1 |' @# G" }+ f• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
. @" D, c0 X* Y+ i• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
2 @. K7 f( H2 a: o# W& e/ j7 Z; C• Grouping for Design Envelopes
4 R; H5 {8 x0 t5 y3 A• Designed for Biaxial-Moment/Axial-Load Interaction
3 h" y4 n% G" w7 D9 J) H; W3 I• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
- y. m) j/ D  X7 T• Doubler Plate and Continuity Plate Design
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
, }" b* j3 B. h1 m* v0 {• Shored and Un-Shored Design for Composite Beams


, p6 c3 l4 |, S0 KDownload: 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
+ r1 s/ p. L5 T2 Z/ ~( s6 G1) Download the Standalone installation for ETABS V9.7.3.
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Or
( K& N, z: p+ {- a, p$ _Download the Network installation for ETABS V9.7.3.

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Download the full CD with ETABS V9.7.3
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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
% ^* S) H: ^+ O! T$ y6 [2) 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.

. D9 h6 G: D* sThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.

2 P7 q7 Q# n: P4 w( i# \7 R6 UHave fun!

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.