ETABS Version 9.7.3

AirBlade

ETABS Version 9.7.3

* U5 K7 R  Q% E- K' h4 W% I  V

0 k) a( d$ t. i/ |# w

7 e8 J9 a6 O2 U7 @

3 i( n/ n: [2 t% vETABS MODELING
• Object Based Graphical Interface
• Model Templates for Most Steel & Concrete Building Systems
; H; S/ }2 M  J4 c4 F) x• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
3 ]( f  p! L; m  ?5 H1 D4 `4 V• 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
( C5 {* m2 ^& ~3 T• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
  ]5 |. n! Z( F+ H9 G0 _• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
- V# U4 ?; [) W  M, `• Powerful Extrusion Command for Generating Ramps
" c0 U, J9 b2 I5 b5 Z8 C$ n) r* h• Auto Line Constraints for Mismatched Wall Meshes
7 g* D2 B' R  v( k/ w# C3 I• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
! W3 s$ h% u) b) m; h0 R• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
# M0 a& l" a+ Z( u4 d5 M2 i• Automatic-Permutation of Wind Directions and Eccentricities
& ?+ x7 F% O8 t) U3 J. ]• Transfer of Loads from Decks/Slabs to Beams and Walls
3 S( u7 ?! ~/ o) A8 [" A. W0 x• Vertical Area Loads in Any Shape or Configuration
• *****ed Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
8 c" ?0 j4 o0 F9 j) w• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• Buildings with Base Isolation and Inter-Story Dampers
! ], S' A# N$ [" \5 o9 y3 p
# r- D/ ?3 h& Q6 n" V# H
/ I: U9 }3 I% O  M; D1 \+ GETABS ANALYSIS
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
& t9 v7 V$ a. P0 F. |  e+ n1 ^• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
• P-Delta Analysis (N, P)
) O1 ~; i0 |# n- W4 e- k8 `2 C/ y• 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)
- u# _! q5 V0 D0 U4 q# V- }/ U- d• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
5 c0 V! Q3 [, L+ g; ?2 A• Applied Force and Ground Displacement Loading (N, P)
1 O/ w) g% }* U9 C• Seismic Acceleration or Displacement Time History Analysis (N, P)
: G: b# o: [0 w" I& M( S• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
! D# P& h. _# {/ B, M4 q+ G• Construction Sequence Loading Analysis (N)
$ N3 ~7 f5 p# g3 w7 ?$ C/ E• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
' |" B$ N% p7 k$ S/ D. I• Nonlinear Static Pushover Analysis (N)
% z) ^% s; M3 N& |: k" v. ]• Viscous Dampers (N)
, q4 h) d6 T. z4 i1 Y) U  q• Base Isolators (N)
• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
7 A+ k9 ^9 D! Z& O8 W• Sequential Construction Analysis (N)

2 g1 M2 F/ d( S% C
SEQUENTIAL CONSTRUCTION (N)
7 J' k# ?( D$ K- J• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
( ?1 u0 Y: }+ S: L9 C5 C. F• Sequential Construction Load Cases for Design
• User Defined Loading

" F, ]* ]* P# Z% }
PUSHOVER ANALYSIS (N)
, x9 ]4 A4 q( t) O/ |1 D• FEMA 273, ATC-40
0 p9 f1 w" ?% Z, j3 i% S• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
  N& u" y5 {1 G) U• Capacity Spectrum Conversions
• Effective Damping Calculation
0 R4 c+ W0 B+ L) U3 t: J% n• Demand Spectrum Comparisons
• Performance Point Calculation
5 A0 n# I* g0 k. f7 I! T2 D• Summary Reports including Plastic Hinge Deformations
& a* i; y! s( ^$ @/ N' |8 n

7 g1 b1 J5 z: E  d# p9 @8 I. f- iETABS DESIGN
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
4 \7 Z- G5 C2 X6 U  @6 S* H# ?• 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
0 d5 M2 h; Z" }" |$ Q• Automated Steel Joist (K or KCS) Selection
% z) e0 B; V8 Y* e/ w4 w• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
3 b( D9 r$ U! K/ I7 U+ e$ V• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
; D4 Q4 _1 u* L: A• Steel Frame Design Offers Automatic Member Selection
" p; Q" D; l: O- M• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
% [# I9 d% P+ c& C( Z" V* _0 r• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
6 ]4 n" ]1 Z4 h2 T9 m" Z4 ~/ I6 s• Grouping for Design Envelopes
( |/ c, r9 c! s• Designed for Biaxial-Moment/Axial-Load Interaction
• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
) R+ r+ `/ K# @# o/ N; s0 {• Doubler Plate and Continuity Plate Design
/ h+ @9 `2 V. c• 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
8 D* b# O; O. R7 d9 Q. x( m
# l. O6 x6 _; o2 d1 _$ Z
# C9 o4 ?4 y0 a8 A/ G2 i2 y) b: R9 VDownload: 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
+ b& N" Y* J* L6 b3 }( u& J1) Download the Standalone installation for ETABS V9.7.3.
' i- C" a2 p" n( e9 g5 O
: \6 W, ~% g- @  U  q# F2 ?8 W$ {Or
Download the Network installation for ETABS V9.7.3.

+ g% O# u* o% q: dOr
Download the full CD with ETABS V9.7.3

2) Download the Standalone installation for CSiXRevit 2009 and 2010
5 D1 _5 q6 E; J0 U8 \, D$ vComputers 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:
" q+ D+ m# H  `9 Q% W
3 Q2 [9 s$ O- v/ u" I1) Exporting from Revit Structure to create a new ETABS model
2) Exporting from Revit Structure to update an existing ETABS model
3) Importing from ETABS to create a new Revit Structure model
2 O- |* s3 Y9 O5 K6 H3 J0 ^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!
6 i# J2 ]9 N) V& x0 o$ q' c

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.