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ETABS Version 9.7.3
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# ^" C3 v5 t" o* B" O: JETABS MODELING
$ [: Z( R# w \; l) _• Object Based Graphical Interface
, G& i) c; S( C) ]5 J3 |• Model Templates for Most Steel & Concrete Building Systems% `; i6 N: x! n
• Models Created Using Building Terminology: o0 d. q9 i- o& v
• Beam/Column/Brace Frame Objects. L4 j2 B0 k0 z8 M2 R3 Y4 Z8 f
• Wall/Slab/Deck Shell Objects with Internal Meshing7 w6 k+ n/ M, I* H( p+ ?
• Story Definitions using the Concept of Similar Stories
$ j4 U$ M1 n) D1 Y! o• Common Labeling of Objects between Similar Stories8 Y+ f. n" c: N4 W+ F, {% Q
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns9 P( T/ X7 Y/ ]; P, e) @) T% _
• Integrated Graphical Section Designer for Complex Frame Shapes
4 g! @% K; J: Z• Editing with Move, Merge, Mirror and Replicate, C3 u. a' x4 q, c
• Accurate Dimensioning with Guidelines and Snapping* p1 H. b r0 u- ^3 J+ F
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions+ F: k! M9 A! g% B
• Powerful Extrusion Command for Generating Ramps
2 {( q9 V7 q, {3 u8 p; h• Auto Line Constraints for Mismatched Wall Meshes
$ A n) p# i7 D• Quick Draw Options for Object Creation2 A) S$ }# G: B" H1 P1 A% {
• Draw Command for Easily Adding Openings to Floors& M7 p8 f) B* O5 \! f" n
• Support for Multiple Coordinate Systems
$ Q5 [7 v; {$ u1 |% W5 R d• Powerful Grouping and Selection Options6 D4 h# O( o8 i0 _, i
• Automatic Generation of Code Lateral Wind and Seismic Loads
- F5 N1 ?) Q0 w0 A: N• Automatic-Permutation of Wind Directions and Eccentricities
, u4 m, G. e- P# z1 v3 P• Transfer of Loads from Decks/Slabs to Beams and Walls
9 U4 e! \) E' N& K• Vertical Area Loads in Any Shape or Configuration6 o1 D' d) {5 F! Y
• *****ed Properties – Property Modification Factors" D- A* t- F8 c( i7 H) c
• Gravity, Pressure and Thermal Loading
) ]0 T" m' A0 s6 ~# D! e$ m; h• Wind Loading on Open Structures
. M$ H& u6 B+ Y! T( b' T• Sequencing Allowing Adding or Removing Objects/Loads/Supports. g' a. V! o$ k6 i( A I
• Buildings with Base Isolation and Inter-Story Dampers
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ETABS ANALYSIS
5 [( P, O" {) Y$ x: y2 s• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)! z6 e$ h5 F J) i a8 V1 x0 Y# P
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
6 M& E' e5 I" |( _8 x: ^; x! ]• P-Delta Analysis (N, P)
' | T d$ K3 ~3 Y6 y$ W7 M/ g, ]• Automated Center of Rigidity Calculations (N, P)
4 I( J( Y$ W" \: t• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P), u+ m8 x( o- S9 r. S
• Frame Objects Drawn as Members – Automatically Meshed (N, P)/ Q Q% T! |5 R2 W k
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
9 C+ F9 D7 m# w+ c% b+ N• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
0 q/ r6 M5 D9 a2 r5 V• Applied Force and Ground Displacement Loading (N, P)
5 m4 `% @' S/ F, C* f• Seismic Acceleration or Displacement Time History Analysis (N, P)
8 A+ B n) _0 Y/ A• Wind Load Forcing Functions (N, P)
8 N2 O1 X- M6 r( g& Z; [( G• Explicit Panel-Zone Deformations (N, P)5 r! W, j( R; t7 A& r
• Effects of Beam-Column Partial Fixity (N, P): B* n( f5 }* o, Y
• Construction Sequence Loading Analysis (N)
5 m" I! B, g% q7 q• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N): c+ H, h% R+ J
• Nonlinear Static Pushover Analysis (N)
3 e- n$ i7 j' B7 L, V2 C• Viscous Dampers (N)
6 [6 r: ~& }. y5 ?1 z• Base Isolators (N)2 K Y+ e- a/ r% r! ^
• Gap Object for Structural Pounding (N)4 s6 N/ \7 K8 F4 W* \2 n& B
• Nonlinear Time History Analysis with the Wilson FNA Method (N)/ D b7 G9 E* k
• Large Displacement Analysis (N)
; W: a/ j7 x1 I& X& {; ^4 I• Sequential Construction Analysis (N)
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SEQUENTIAL CONSTRUCTION (N)
& n5 a# P, ~* w d$ l• Model Effects of Construction or Demolition. E# t. p: e" B/ B0 Q, [/ { Q5 i
• Specify Active Structure by Stories or Groups& y& k; |7 o7 ]; E
• Geometric Nonlinear P-Delta and Large Displacements
1 j: ~- g3 `2 \' m# e" {• Sequential Construction Load Cases for Design4 p/ ^" d! `( I) j2 N! ]
• User Defined Loading
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3 T6 _" r) K0 @) _% lPUSHOVER ANALYSIS (N)
2 [# V& l6 V5 k1 I5 D• FEMA 273, ATC-40
; v% J. R2 m L! U( y5 y9 P! w• Force-Deformation Relations for Steel & Concrete Hinges5 W4 T; X( _( f
• Modal, Uniform, or User Defined Lateral Load Patterns
! ?, Q9 a/ l2 g# x0 m- p• Capacity Spectrum Conversions
' t/ T) `8 ~* n% D• Effective Damping Calculation1 m0 y {5 Z: l. E3 w3 E. c
• Demand Spectrum Comparisons' \; H0 @4 T8 ?6 m( U3 x
• Performance Point Calculation$ u$ m0 `- }/ E1 V |' f* J
• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN7 w8 V% |9 C+ g
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
+ v% ^7 P& E0 W9 FItalian and Euro Codes Y+ ]6 _- Z( V0 M( |6 w* I& X8 \6 P1 g
• Concrete Frame Design for ACI, UBC, British, Canadian, New
7 J& F2 X( ~ _' X9 w" iZealand, Indian, Mexican and Euro Codes
" j& b z9 J) G- B# w• Composite Beam Design for AISC-ASD & LRFD, British and Canadian6 V4 Q$ Q- o( L8 c
• Concrete Shear Wall Design for American, British & Canadian Codes
2 ~7 d) c1 e1 x) o. L* F• Automated Steel Joist (K or KCS) Selection
' T2 R. y2 v& `• Design for Static and Dynamic Loads e; C) I }# n$ v% ?7 A* [0 w
• Floor Vibration Analysis with Murray Damping: |* ?: X6 L V8 A( [8 j4 f
• Automatic Calculation of Moment Magnification Factors0 d* Q& `- D3 }- \
• Automatic Calculation of K-Factors & P-Delta Effects+ Y$ L( l4 e# A4 w% @) U' D
• Steel Frame Design Offers Automatic Member Selection
; B) A- v3 `' p! G" `; S/ g8 N7 x• Seismic Requirements for Special Moment-Resisting Frames
3 p4 c) h+ V6 A* C• Automatic Tributary-Area Live Load Reduction
+ I1 }; m& n1 G" e& i• Graphical Section Designer for Complex and Built-Up Shapes% t4 o1 c( o. [: \/ a2 i
• Special Moment Beam Types for Steel Frames
4 Y5 I% Q5 C' r2 e1 \• Virtual Work Based Optimization for Lateral Deflections! l6 x3 F' C) L; q: t' j/ }
• Camber and Stud Requirements for Composite Beams
3 j! U }' q/ M; Q0 H6 G' N• Grouping for Design Envelopes
* f! y' i5 c; m7 n! x& d• Designed for Biaxial-Moment/Axial-Load Interaction) l2 @" D: k' _" @6 a6 p
• Seismic Check of Beam/Column Joints in Concrete Frames
, u' K( s6 y2 J• Automated Effects of Panel-Zone Deformations on Lateral Drift
+ J! w" D- R2 h& ] s! N" O! U7 ~• Doubler Plate and Continuity Plate Design
4 f3 r# q3 B. r" B9 `• Seismic Design for Concentric/Eccentrically Braced Steel Frames
/ b) u6 _" s* y$ V* K• Display of Reinforcing for Columns, Beams and 3D Shear Walls: x: Z2 U$ J1 A" [ Y
• Shored and Un-Shored Design for Composite Beams$ _/ n, L: w& n9 |% y2 T N
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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
+ b$ M5 |, o s( S$ V; S, S1) Download the Standalone installation for ETABS V9.7.3.* L q1 D; v+ N% k$ }8 C% Z1 I, g3 O0 n
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Download the Network installation for ETABS V9.7.3.. ?$ b: B+ p4 k2 G6 S
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1 C' l0 `# K; F' i5 s; Q# t# bDownload the full CD with ETABS V9.7.3) G- p! x" i. q# M3 t
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2) Download the Standalone installation for CSiXRevit 2009 and 20102 Z( Z* ^" ?$ s2 o! f
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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' G0 F4 a P U" B. C# N1) Exporting from Revit Structure to create a new ETABS model* P! b5 |3 V) d! F: f
2) Exporting from Revit Structure to update an existing ETABS model
& [, e% U5 z* y% m+ s# X( D2 D+ Z3) Importing from ETABS to create a new Revit Structure model: M9 ?1 Y2 z* u6 W! g, }# J% w* a5 u
4) Importing from ETABS to update an existing Revit Structure model.4 M n, D: n3 v& i
+ ?9 D9 }+ n1 i: ]- ]The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.: ^/ \/ w' R% G W B2 P+ l
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Have fun!. I) q" V6 i! z" R
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Đăng lúc 25/8/2011 03:15:07
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