ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

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ETABS MODELING
) c( {; C! Y1 G& B( h# `3 }• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
• Models Created Using Building Terminology
, y- @4 }4 R/ @1 Q2 f- p• Beam/Column/Brace Frame Objects
7 K) `" X  [1 z' A9 Z• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
• Common Labeling of Objects between Similar Stories
+ |; j1 P2 h% S% z9 A- e, v8 x# c• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
: A: b4 A7 T: r0 U7 P' ?; K• Integrated Graphical Section Designer for Complex Frame Shapes
* U5 G) M9 s+ G* M$ ]" y& s7 m' v• Editing with Move, Merge, Mirror and Replicate
• Accurate Dimensioning with Guidelines and Snapping
* M9 F3 A# O3 y. g# X# b• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
! I4 n  Q; \/ I3 ?! q% W' A• Auto Line Constraints for Mismatched Wall Meshes
0 X6 @& T) X: D2 z4 a0 q• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
: j$ u( n- r+ ?1 B9 f& d" Q/ O8 O. V• Support for Multiple Coordinate Systems
: n  ^5 x1 D) Y" r• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
• Automatic-Permutation of Wind Directions and Eccentricities
. K+ a" ?6 m( H' V4 h, @• Transfer of Loads from Decks/Slabs to Beams and Walls
• Vertical Area Loads in Any Shape or Configuration
' @! \8 s2 R- V• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
: p0 L  N5 }! Q% R8 D% }+ z• Wind Loading on Open Structures
; B5 R8 |( S$ U' K' p0 z0 i; W8 C• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• Buildings with Base Isolation and Inter-Story Dampers

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ETABS ANALYSIS
! o. s% t3 a2 ^) B2 O) z7 Q7 E* m• 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)
9 _. _, k0 C5 @$ x• Automated Center of Rigidity Calculations (N, P)
4 S4 x. e2 Z  \. a' W• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
4 ^' I, G( c! _2 E4 e: H+ |: Y. 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)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
8 ?0 ?6 h- E$ U* g• Construction Sequence Loading Analysis (N)
4 @7 M/ t2 q$ o9 y4 J• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
" x, F/ w1 z# @% G+ v• Viscous Dampers (N)
% W/ s* G* e/ Z& r& V* k4 s  h• Base Isolators (N)
8 |- f, s: l" L" i1 e4 `: d• Gap Object for Structural Pounding (N)
( k5 d6 ?# y9 \0 z- h8 l7 j5 n: u, |• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
& K' ], i8 e) E* {8 t% p3 F• Sequential Construction Analysis (N)

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# u- j  F9 ^1 Z1 P, W% J9 K( |SEQUENTIAL CONSTRUCTION (N)
# ?# }5 q: c( Q. z( v. {8 C• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
2 [% Q3 Z0 {8 T- I' G• Geometric Nonlinear P-Delta and Large Displacements
7 [. X5 [  [2 A7 G0 n) z2 @- k1 ^  h• Sequential Construction Load Cases for Design
7 d& I( U$ N' I! m  b/ \" d* P• User Defined Loading
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PUSHOVER ANALYSIS (N)
9 e" |+ A5 W, Q3 l5 d( x$ b! W1 \( p• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
6 X! N1 O7 M5 v5 y& I• Modal, Uniform, or User Defined Lateral Load Patterns
% f/ J* `* ~6 K" C• Capacity Spectrum Conversions
4 {$ X& @; x; t5 ?. _& b0 b" K- S• Effective Damping Calculation
/ ?8 c5 }9 S+ I1 f: t/ }" `0 `) ^& D• Demand Spectrum Comparisons
• Performance Point Calculation
5 g4 W/ _/ u* [6 j5 Y  U. |• Summary Reports including Plastic Hinge Deformations
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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
% w  V* K1 m# sZealand, Indian, Mexican and Euro Codes
0 k9 g! o; U; W6 c* E• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
• Concrete Shear Wall Design for American, British & Canadian Codes
. |/ E9 ]9 s7 _; g1 B1 N3 @3 _• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
% o6 ?9 Q4 p1 [* G3 G" W• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
5 I6 a/ c" v$ m• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
) |7 }' g& M! d' `5 I• Graphical Section Designer for Complex and Built-Up Shapes
0 _; Q% }: h7 T# y+ M• 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
% y- w, e+ f7 o6 U7 v, z( D( h/ I• Designed for Biaxial-Moment/Axial-Load Interaction
5 Q$ D& _) z- I& \9 a5 W8 h• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
  n6 X- D5 R& U: i( E• Doubler Plate and Continuity Plate Design
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
3 R  \3 s0 _7 ~0 g, c' @# Y1 p• Display of Reinforcing for Columns, Beams and 3D Shear Walls
• Shored and Un-Shored Design for Composite Beams

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. O! K! [; _2 x# D4 \! T4 aDownload: 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
/ i4 B% n1 P6 E% d" l3 n- `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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  j9 L# k2 ~9 }. t/ F5 b6 lDownload 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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+ @' X8 r. B7 {/ b0 k3 X1) Exporting from Revit Structure to create a new ETABS model
2) Exporting from Revit Structure to update an existing ETABS model
3 p! ^+ R( |3 g: p4 l3) Importing from ETABS to create a new Revit Structure model
0 |2 F0 P" z  \2 \1 U4) Importing from ETABS to update an existing Revit Structure model.
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The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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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.