ETABS Version 9.7.3
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ETABS MODELING0 K* V$ f* K5 Z7 M, W7 U
• 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 Stories7 n n- F5 T5 s# I' o5 _8 O, m
• Common Labeling of Objects between Similar Stories; N# P9 ^/ H3 S- `) `
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns K) K S: Y$ B4 a H) p
• 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( J- D$ A* Z: Q9 b+ K3 X
• 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 Creation8 B& S% V3 }3 ?3 s8 b
• Draw Command for Easily Adding Openings to Floors. w0 C& _. D( T6 G- G* W+ B$ T
• Support for Multiple Coordinate Systems2 Y! q# W+ h4 V: u: z! N9 P
• Powerful Grouping and Selection Options8 j# D$ t4 A! t9 y9 {7 c0 y# s; l" s. A
• Automatic Generation of Code Lateral Wind and Seismic Loads' B/ S0 K" u5 S; G- E8 z
• 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. `+ c/ b8 X* N
• *****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 Structures6 |& d% ^5 W& E+ o. c w; K
• 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 ANALYSIS1 K4 O. F% A; l3 N2 Q# O0 e( T
• 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)7 K7 G) S2 E2 C5 R
• P-Delta Analysis (N, P)* [5 V0 i( i6 J% x+ N
• 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)+ A0 {4 S& q6 N$ B9 \8 [# M, `
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)" I4 p5 j3 P- d+ x+ u- S; c
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)" X9 B1 _/ x- C' R" o& F
• Applied Force and Ground Displacement Loading (N, P)
& g/ T* a% Y5 d• Seismic Acceleration or Displacement Time History Analysis (N, P)3 q2 }3 \" Z5 n( j) h
• Wind Load Forcing Functions (N, P)
/ m$ q/ _5 g a9 q5 C' u9 e" x# |• Explicit Panel-Zone Deformations (N, P)) Z) y( e* U- v6 R6 X( S1 F
• Effects of Beam-Column Partial Fixity (N, P)* R: R- F6 o8 E& V7 [
• Construction Sequence Loading Analysis (N)* P8 X- A% g; s. x
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)3 ^) |7 J; Y( Y( B2 f
• Nonlinear Static Pushover Analysis (N); s$ l# s9 I, @9 x/ y6 b3 P* R" ]
• Viscous Dampers (N)) `8 Z0 }3 u: {; i1 u( ]9 j% A2 S6 }
• Base Isolators (N)% u6 u; G8 {4 q6 C1 A( F" V
• 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)6 g% r( z5 L5 Q' ~. O J, B
• Sequential Construction Analysis (N)' j0 D4 {* V7 Z
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SEQUENTIAL CONSTRUCTION (N)4 ~7 S |8 r3 l
• Model Effects of Construction or Demolition8 A6 X0 |# C( j1 P( x( {4 u0 O: u
• Specify Active Structure by Stories or Groups9 i6 c; G: R w3 \2 D3 ?
• 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 Loading7 ~5 t) `% z5 B7 m* M. |. H8 ^0 V
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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( Q. G0 J4 S; ~, V' N" F
• Modal, Uniform, or User Defined Lateral Load Patterns$ ~# b6 p$ B% u( B: c
• Capacity Spectrum Conversions) d$ k, g+ L- R1 v0 l3 j
• 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$ b# M4 I B2 h9 ~/ S l8 S
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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 Codes3 `. b9 L6 {! @! C# a( q( _
• 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 Canadian3 J: N: _ y. k
• Concrete Shear Wall Design for American, British & Canadian Codes% w( W/ j u I+ H" \) u/ q
• Automated Steel Joist (K or KCS) Selection
) z# h I$ I! k# V4 w( g• Design for Static and Dynamic Loads9 t- V# A) ~- G0 Y1 E: h9 ~7 O
• Floor Vibration Analysis with Murray Damping; f! o+ O* z; m. H
• Automatic Calculation of Moment Magnification Factors8 t _/ A$ ?0 v+ k
• 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" |2 j- y# S4 n" j( ?, Q8 c' X
• Automatic Tributary-Area Live Load Reduction4 v1 _0 e: V* {2 `, p% }4 Z/ N
• Graphical Section Designer for Complex and Built-Up Shapes( P2 U0 d1 a6 R0 H' |( O
• Special Moment Beam Types for Steel Frames
. @" D, c0 X* Y+ i• Virtual Work Based Optimization for Lateral Deflections5 |, x! v; J; T/ X
• 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 Frames5 M: J4 w+ [1 z0 Y; ^
• Automated Effects of Panel-Zone Deformations on Lateral Drift
- y. m) j/ D X7 T• Doubler Plate and Continuity Plate Design/ J1 F3 W; A. M. T* F4 E
• Seismic Design for Concentric/Eccentrically Braced Steel Frames* P8 r. O) i- z/ q& o
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
, }" b* j3 B. h1 m* v0 {• Shored and Un-Shored Design for Composite Beams" |) Z7 f5 [; U" ?
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, 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. [* Y c( v* r7 @) I. k
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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/ @; y, e6 j, \" |# e
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) f6 |) l% j: X" Y; g
3) Importing from ETABS to create a new Revit Structure model% g; n& Z; e$ R7 F8 H+ w
4) Importing from ETABS to update an existing Revit Structure model.4 Y- t; d$ v9 V1 R9 K. b3 ^
. D9 h6 G: D* sThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.6 O- X$ g) ?: \; R! _1 D p8 E
2 P7 q7 Q# n: P4 w( i# \7 R6 UHave fun!$ W- B' D' R _. d8 p
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