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ETABS Version 9.7.3( B/ M7 o: y* N5 Y! q- A
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: A4 o$ ^) G( \0 W8 a3 pETABS MODELING
3 X8 }. ^* R9 v4 p• Object Based Graphical Interface6 j* k$ q: `3 Z% n
• Model Templates for Most Steel & Concrete Building Systems, `) z0 ?) P, y* \
• Models Created Using Building Terminology7 P }7 }# C# J
• Beam/Column/Brace Frame Objects3 J: M% u8 W) r: M6 h& S: R7 ^- ^
• Wall/Slab/Deck Shell Objects with Internal Meshing
2 w: ?0 @, q& ^) Q; P! h• Story Definitions using the Concept of Similar Stories/ A4 u* N6 B8 U! Z; w, @, w& `9 r# A
• Common Labeling of Objects between Similar Stories
* O0 M6 t% F. v J• Complex 2D and 3D Shear Walls Interacting with Beams & Columns9 C: b8 D1 g$ @& ^
• Integrated Graphical Section Designer for Complex Frame Shapes
0 Z8 G+ d8 ?0 \6 K5 n• Editing with Move, Merge, Mirror and Replicate
$ N6 S" s( u( [2 F5 Q9 x• Accurate Dimensioning with Guidelines and Snapping( g/ e# E0 l- T& B8 F
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions. S. J. [7 E- `9 { m
• Powerful Extrusion Command for Generating Ramps
. k, h# m4 ~8 e: d& T0 P• Auto Line Constraints for Mismatched Wall Meshes) l1 p0 g0 Y0 ]; J3 U# D
• Quick Draw Options for Object Creation
& D" c! V5 c; Z; ~5 O• Draw Command for Easily Adding Openings to Floors& x3 w a+ i2 a% }5 u% D% h
• Support for Multiple Coordinate Systems. n: w0 x! C: h. b3 D
• Powerful Grouping and Selection Options. K. B; d8 _: q+ {5 P* b& ?. ]
• Automatic Generation of Code Lateral Wind and Seismic Loads
8 ^& `) W9 j! ~+ n+ b; ~& F% x• Automatic-Permutation of Wind Directions and Eccentricities% ]/ H5 ?+ p* R2 {( {
• Transfer of Loads from Decks/Slabs to Beams and Walls
7 D% y5 y' U1 i# ~% f+ B• Vertical Area Loads in Any Shape or Configuration2 E7 w( n2 E3 g, X# T3 m9 y
• *****ed Properties – Property Modification Factors: |7 ?4 e! ^% O+ J r* [
• Gravity, Pressure and Thermal Loading
; T% o& q6 I! B+ @- k: j4 \• Wind Loading on Open Structures: k1 a7 u7 {' C o
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
z1 G* U; B4 e; e7 S! g' u• Buildings with Base Isolation and Inter-Story Dampers
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ETABS ANALYSIS( X: O/ M8 q. |
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
( i! C+ G3 S- s• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
) F& D3 m4 P; E• P-Delta Analysis (N, P)
/ u0 V. j' W2 O( o- c6 Y• Automated Center of Rigidity Calculations (N, P)9 |7 n" F" I. l6 n: S/ y
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)0 E' V* G2 t9 ^( w$ `0 H# i- y
• Frame Objects Drawn as Members – Automatically Meshed (N, P)- H' m: q% B7 i& a6 t
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)7 A0 I+ Y+ f6 S" n
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
$ o7 ^, v) q' Z* [+ e. N7 K• Applied Force and Ground Displacement Loading (N, P)
% F# u1 k9 A$ M, T% ^: y* O5 v. t& S• Seismic Acceleration or Displacement Time History Analysis (N, P)! V% f/ w0 g& z' {# J
• Wind Load Forcing Functions (N, P)
% z% S6 g/ V7 M* r& ]( T6 ]: N• Explicit Panel-Zone Deformations (N, P). q4 x3 L2 P: G3 _
• Effects of Beam-Column Partial Fixity (N, P)& ?0 O2 s$ Z9 z% M
• Construction Sequence Loading Analysis (N)5 B# ^% F' l Q; o B
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
4 N! X! c- @$ A: W• Nonlinear Static Pushover Analysis (N)
/ g' F- ~! V2 C/ g u• Viscous Dampers (N) t) L7 H. g& n; H# Z9 ?% P
• Base Isolators (N)
2 c/ ]) b: s E" ~8 s; \, X• Gap Object for Structural Pounding (N)% }% k2 i' K; c2 F) a: Q
• Nonlinear Time History Analysis with the Wilson FNA Method (N)8 O# E' N! }; D6 {5 S
• Large Displacement Analysis (N): [0 L1 \% e$ x+ k& I( | ^5 g1 \% J% S
• Sequential Construction Analysis (N)
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SEQUENTIAL CONSTRUCTION (N)0 m5 w8 z" y# T n
• Model Effects of Construction or Demolition" a8 Q) H0 g0 m2 `2 V3 G
• Specify Active Structure by Stories or Groups) r% T8 i2 R& E. @& y* C; d$ w
• Geometric Nonlinear P-Delta and Large Displacements
5 I1 I( Q! M# T- R3 } `* ^, i8 P8 l• Sequential Construction Load Cases for Design; l, J o5 @, @
• User Defined Loading& z# K9 }- O: j5 c
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PUSHOVER ANALYSIS (N)
- ?- G/ z/ z! H; X• FEMA 273, ATC-40, ~3 X/ U F) @- X
• Force-Deformation Relations for Steel & Concrete Hinges2 ^9 }- Y% I: z. l/ _; {. F
• Modal, Uniform, or User Defined Lateral Load Patterns5 |) {+ L" F# j2 V9 E" f8 R- p
• Capacity Spectrum Conversions
9 Q% D) J# S4 A; Y+ h! @) X• Effective Damping Calculation
+ n9 U7 J+ w- n: `• Demand Spectrum Comparisons
4 h% Z9 g& P% D# m• Performance Point Calculation. j) [+ g' ]" T9 X& N* }' F, v, o
• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN& G2 g. A7 j; ^3 ]# t1 R/ G
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,3 [- b( E) k( Q4 B: q
Italian and Euro Codes
- T+ L$ b1 W5 [• Concrete Frame Design for ACI, UBC, British, Canadian, New
3 k% B2 ?% F) t" H- i6 G5 G% t( ZZealand, Indian, Mexican and Euro Codes" l% q. b! V9 P0 _/ u
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
# {" c4 E- Y( C e/ \0 e0 g• Concrete Shear Wall Design for American, British & Canadian Codes
. \& g6 {) \& E0 f) x• Automated Steel Joist (K or KCS) Selection, t: q* K8 V: a/ a- T. w
• Design for Static and Dynamic Loads+ T0 ~' O, X I- I! b7 y( x# ?
• Floor Vibration Analysis with Murray Damping; L( e/ o+ o, ~: h& Y# r
• Automatic Calculation of Moment Magnification Factors
7 t; y6 x6 t# [7 o, x• Automatic Calculation of K-Factors & P-Delta Effects
7 E& [2 |5 [; m• Steel Frame Design Offers Automatic Member Selection
1 h \4 S; A8 Z' Q2 u• Seismic Requirements for Special Moment-Resisting Frames
: {: w! N: W( w4 i# [! H• Automatic Tributary-Area Live Load Reduction0 L, i. {0 a+ s A U
• Graphical Section Designer for Complex and Built-Up Shapes
- \8 J* I# E+ M7 ^- j, u. v6 e! H• Special Moment Beam Types for Steel Frames
+ e3 ]6 b$ O$ W$ ~- D9 v* r• Virtual Work Based Optimization for Lateral Deflections* C' {+ C7 K: R7 q5 D8 q7 p* u3 ^
• Camber and Stud Requirements for Composite Beams
4 {8 D2 g2 l% _: G• Grouping for Design Envelopes! x8 f+ `6 \2 ^3 y- b
• Designed for Biaxial-Moment/Axial-Load Interaction# z, f8 q7 F4 s! x( o% `/ [
• Seismic Check of Beam/Column Joints in Concrete Frames8 m% d0 _; H* g4 ~
• Automated Effects of Panel-Zone Deformations on Lateral Drift8 b) b( E! B9 I, a! s% o
• Doubler Plate and Continuity Plate Design4 `) C5 j5 `, D9 \, A
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
( \* {. l0 J/ T# ]& t7 u• Display of Reinforcing for Columns, Beams and 3D Shear Walls
+ D C8 A p, R" Z. G• Shored and Un-Shored Design for Composite Beams+ `, I. U% V( p& {9 M; v2 w
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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# G/ R) ?& x. m) f* |" q$ |7 B
1) Download the Standalone installation for ETABS V9.7.3." K2 m$ y8 i# c! B# |+ w
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B7 O0 Q! v7 M7 K5 ~3 `Download the Network installation for ETABS V9.7.3.7 ?) Q# H% W3 j- s5 }! b
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Download the full CD with ETABS V9.7.3
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' Y: F+ q0 ?( y8 a- p0 L2) Download the Standalone installation for CSiXRevit 2009 and 2010, e* ~" n4 @4 [/ q3 M. J5 C! @% S
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:& R2 f2 n; T/ S8 O
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1) Exporting from Revit Structure to create a new ETABS model9 J2 M2 o( {/ k& u& R; g( K7 v
2) Exporting from Revit Structure to update an existing ETABS model
3 x& x% ?, u* |3) Importing from ETABS to create a new Revit Structure model6 q! I. H/ L4 H5 D; l
4) Importing from ETABS to update an existing Revit Structure model.. K5 ` c9 |$ T1 z9 y
7 `9 t5 S: `# }1 A ZThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.% N6 j9 U( i) m/ @8 c6 }
; X9 [1 E5 N* `+ w' fHave fun!/ i. @1 y# f) t8 [) D# R. H* S
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Đăng lúc 25/8/2011 03:15:07
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