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Tiêu đề: ETABS Version 9.7.3 [In trang] Tác giả: AirBlade Thời gian: 25/8/2011 03:15 Tiêu đề: ETABS Version 9.7.3
ETABS Version 9.7.3 5 i- w" z- h. B% M. K9 d+ g9 q2 e
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ETABS MODELING1 S$ |7 i' G# x8 E
• Object Based Graphical Interface0 n0 }6 D) g0 k$ l" N
• Model Templates for Most Steel & Concrete Building Systems 0 L- `7 X! n4 u# p& n• Models Created Using Building Terminology + h" g4 u# H/ j, }, D. P# B; \& j# Y• Beam/Column/Brace Frame Objects* o/ m8 r" E1 i( l( i' P! o9 f8 f
• Wall/Slab/Deck Shell Objects with Internal Meshing4 l: W: c3 r* x: M0 }
• Story Definitions using the Concept of Similar Stories 0 c4 o. Y% x* c2 c7 {5 C9 O3 b• Common Labeling of Objects between Similar Stories / L9 l' H8 a% `; g& D6 S• Complex 2D and 3D Shear Walls Interacting with Beams & Columns 9 W- i- h7 t% F m7 {% T6 F6 S: v• Integrated Graphical Section Designer for Complex Frame Shapes 0 n" G( ^# t- q O& T, E1 b• Editing with Move, Merge, Mirror and Replicate* P& ^0 E, `1 U
• Accurate Dimensioning with Guidelines and Snapping ! D% ^0 c9 k; F' e/ n• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions- k; H' x0 o) h: h$ k M
• Powerful Extrusion Command for Generating Ramps & c7 U1 A# ^% ^6 V• Auto Line Constraints for Mismatched Wall Meshes# _9 ~5 B) n; z4 h w
• Quick Draw Options for Object Creation( ^ R q$ r: A" K' Z0 \2 u
• Draw Command for Easily Adding Openings to Floors 2 y1 u: D& R; m6 D# E! \• Support for Multiple Coordinate Systems- f3 ^* A6 {* }( x) n
• Powerful Grouping and Selection Options) W5 i s6 ], V+ r: W Q4 O2 u4 @ w
• Automatic Generation of Code Lateral Wind and Seismic Loads% Y9 _; \& z8 t0 K9 T: l) M, q
• Automatic-Permutation of Wind Directions and Eccentricities. P/ I% R, o7 i o$ w
• Transfer of Loads from Decks/Slabs to Beams and Walls- S. s+ Q8 p* c' [" e
• Vertical Area Loads in Any Shape or Configuration# `1 i; T- R( M1 X5 q/ L8 H
• *****ed Properties – Property Modification Factors 4 z% R6 ~! K, x( _• Gravity, Pressure and Thermal Loading ! R* O% k+ \" M; S• Wind Loading on Open Structures : c2 q* }6 a0 i6 b• Sequencing Allowing Adding or Removing Objects/Loads/Supports ; U5 `# c5 M4 H) o7 T• Buildings with Base Isolation and Inter-Story Dampers : O( g# R6 O+ a2 l v3 _; J 2 q8 B2 h$ d$ H! o/ Z0 t; M/ Y5 A( i. H2 t
ETABS ANALYSIS! d/ g- K- {$ o0 ], E: y
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)4 b1 A5 O" R. L# i; G1 X9 ~
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)' o, }# m% O# P: Z& A
• P-Delta Analysis (N, P)8 g- x! h* b5 v8 `- c
• Automated Center of Rigidity Calculations (N, P)% f! X9 X% l0 a: S" v
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)* H- H8 W: ~- H" I! r s/ ]
• Frame Objects Drawn as Members – Automatically Meshed (N, P)( Y* R) U3 g- j( H0 g
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)8 m, x* p% M# X" D' B
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) 0 }9 c. d. M6 ^8 E% g9 N• Applied Force and Ground Displacement Loading (N, P) / k7 d3 Y d7 @1 K/ `8 B' \• Seismic Acceleration or Displacement Time History Analysis (N, P)5 p; g7 p& }, \* H
• Wind Load Forcing Functions (N, P)* ]. X. g/ X( L9 D! g
• Explicit Panel-Zone Deformations (N, P)4 f5 a, g s: N4 o
• Effects of Beam-Column Partial Fixity (N, P) ; D$ R6 e3 e2 x2 A• Construction Sequence Loading Analysis (N)# ?9 Y' n) r6 p+ M$ v
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N), i! z5 C5 s @6 d, }
• Nonlinear Static Pushover Analysis (N)3 p& w4 o9 Z% i. ~0 J$ d6 |
• Viscous Dampers (N) 4 j' ^" d0 p: [5 [5 ~$ t• Base Isolators (N) % ^9 Y! d6 q, a! V: b( \6 m• Gap Object for Structural Pounding (N)9 k1 o8 g3 o# M8 ?
• Nonlinear Time History Analysis with the Wilson FNA Method (N) 4 C' ?, q5 @. M( ?+ c4 S• Large Displacement Analysis (N)3 r& j V) | f' U( }
• Sequential Construction Analysis (N) % s4 X b, x) J0 ] C: X / L* l8 c/ `$ T! F- f2 p 8 F. _. l+ o: Y7 ZSEQUENTIAL CONSTRUCTION (N)) y) Y# `- j3 A: ]3 o6 B% `0 {& F5 w" |
• Model Effects of Construction or Demolition $ c1 R; o3 s8 C$ v5 U1 d4 l• Specify Active Structure by Stories or Groups' D$ p7 Z1 r- L5 G$ o3 l7 L; {0 v
• Geometric Nonlinear P-Delta and Large Displacements8 k* L8 M- ?, X+ s6 ^9 r" @+ v
• Sequential Construction Load Cases for Design 1 T3 v# r2 N. L" D6 }0 u- M• User Defined Loading ( v( o- o/ c s ) A7 b" q, G; d; M& K( ?' H - O. q; v: |/ u; b& LPUSHOVER ANALYSIS (N) # X! {1 S. e8 Z5 e! `* ` Q• FEMA 273, ATC-40 ) x5 r6 @' L9 f• Force-Deformation Relations for Steel & Concrete Hinges , C( p+ z7 t2 T4 q: [• Modal, Uniform, or User Defined Lateral Load Patterns, @7 u6 N; ?* T/ D, |% G
• Capacity Spectrum Conversions - Q: k1 S8 Q, |8 R0 B8 x* R• Effective Damping Calculation# w$ m. J; A" k' w4 a4 _
• Demand Spectrum Comparisons ! H( G" b6 O( z$ J6 [' K• Performance Point Calculation $ U, n, T% c' N9 f• Summary Reports including Plastic Hinge Deformations ! r; ^9 t% M6 Y8 A4 ?# i( {; s' ]) p* \! u) W( U
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ETABS DESIGN" M+ a( c$ i" s1 G- z/ T
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, 8 k( R% q6 S3 l# i* GItalian and Euro Codes/ H6 q: q! Z) D1 X5 H6 g! r3 f
• Concrete Frame Design for ACI, UBC, British, Canadian, New b' Y- ~; ~6 F$ e( @- @6 X2 G
Zealand, Indian, Mexican and Euro Codes & Y3 F8 j" f5 c$ w$ A• Composite Beam Design for AISC-ASD & LRFD, British and Canadian / x. T' B* e4 m• Concrete Shear Wall Design for American, British & Canadian Codes: Z0 ]3 _9 ?& E0 N
• Automated Steel Joist (K or KCS) Selection + v0 L; e+ J" T; W: c0 E• Design for Static and Dynamic Loads z) k9 h4 K! k( @8 I6 J" i• Floor Vibration Analysis with Murray Damping; X5 Z+ r0 P+ M3 ~! U
• Automatic Calculation of Moment Magnification Factors 3 _8 I* i: p6 P% x, C2 R2 M• Automatic Calculation of K-Factors & P-Delta Effects" E& \/ E* K, R4 q
• Steel Frame Design Offers Automatic Member Selection4 u4 V, i! x! @9 T+ K% R
• Seismic Requirements for Special Moment-Resisting Frames2 W2 {4 [ u2 b) ]( W
• Automatic Tributary-Area Live Load Reduction ' Q( g+ ~/ v* g- n• Graphical Section Designer for Complex and Built-Up Shapes ; h- [ w N3 M, [$ R• Special Moment Beam Types for Steel Frames 2 L6 M1 r* Q) ?* }/ E6 |• Virtual Work Based Optimization for Lateral Deflections- T! x: s5 C" X1 i3 d
• Camber and Stud Requirements for Composite Beams 6 x- z# m" K( V% H; o• Grouping for Design Envelopes $ C! v5 B- d3 N! W1 f5 I• Designed for Biaxial-Moment/Axial-Load Interaction ) x- H0 v5 ?% y3 m e0 b• Seismic Check of Beam/Column Joints in Concrete Frames& C% }8 d4 ~: P3 d
• Automated Effects of Panel-Zone Deformations on Lateral Drift |$ T$ Y7 M& h- J# Z/ e8 ~• Doubler Plate and Continuity Plate Design ; |/ G I' A5 ^1 B6 e' x( k, K% A• Seismic Design for Concentric/Eccentrically Braced Steel Frames$ P' ]4 ~; O7 v+ y. q$ E" F
• Display of Reinforcing for Columns, Beams and 3D Shear Walls ; Q: A( c5 H* ~* \# Z" d• Shored and Un-Shored Design for Composite Beams$ T& d: @0 A$ e; o# O
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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 % ^6 \/ d" D9 p2 j/ A' b1) Download the Standalone installation for ETABS V9.7.3.% F! Y7 o) O3 A& z
9 o: h$ z& ~3 JOr 4 K3 j+ U1 ~3 z4 W& zDownload the Network installation for ETABS V9.7.3. . f; Q4 X% M( n, z ' V( y- K% d' ~# \" }Or+ A1 s: K' n6 K( G/ v Download the full CD with ETABS V9.7.3 " `! M; S- ~& A8 R4 e- f, J0 X# e , \" `2 ~; }% i9 @$ {0 A: l& y* A8 e2) Download the Standalone installation for CSiXRevit 2009 and 2010 & J4 Z: n/ R' t2 L& N7 y: }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: z r, z. @& J$ C( I. |* F0 [
' T/ D, L' T w' b, G. y6 W- ]0 N1) Exporting from Revit Structure to create a new ETABS model3 C# W& ?' ~ y! V0 y 2) Exporting from Revit Structure to update an existing ETABS model0 l4 |# l( m' d- ^ 3) Importing from ETABS to create a new Revit Structure model- j, T/ ]" |- G, P1 M1 i. a 4) Importing from ETABS to update an existing Revit Structure model.# b9 U# y% [7 N/ N) p
1 \. ?. c& G* ` The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.# D! o# W: M7 X& {
) l* }7 ]+ m! }/ `. fHave fun! 8 s) h. I3 |8 @: Q, n8 t8 X( b/ W% b n
5 d/ V4 l9 i2 e" U% N# g" h7 b Tác giả: binrv Thời gian: 12/9/2011 10:07
etabs có thuốc ( bẻ khóa) không vậy bạn.Tác giả: quocmy89 Thời gian: 24/10/2011 16:29
Cám ơn bạn nhiều nhưng bạn có link nào khác ko, mấy link này down chậm quá.
