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ETABS Version 9.7.3
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+ O" s2 F) V+ i* ~' n9 l" mETABS MODELING5 J# {$ `) L$ m9 R- L9 {0 y" j
• Object Based Graphical Interface
2 P. _6 ~( C& g+ E* w• Model Templates for Most Steel & Concrete Building Systems
" I! S1 H0 q* M) D• Models Created Using Building Terminology
- J! h5 [+ d, K& X% `• Beam/Column/Brace Frame Objects
" x9 f1 |# ?5 K" f• Wall/Slab/Deck Shell Objects with Internal Meshing$ ~1 f- y% v/ V7 r. ^9 O% W
• Story Definitions using the Concept of Similar Stories- i( Q: Z+ E/ l; p% J# S
• Common Labeling of Objects between Similar Stories
3 ]3 D8 U8 j1 s {• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
! N: Z8 y- F' G( q+ J P. L• Integrated Graphical Section Designer for Complex Frame Shapes# h0 p8 I( w3 H% ]0 a% ^ z Q
• Editing with Move, Merge, Mirror and Replicate
% x- \* |8 i0 e& q2 H; S, E) H; S• Accurate Dimensioning with Guidelines and Snapping
% l. p0 J0 y$ U" c4 e% s3 d• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
( J2 Q, {% Q+ [( X) f# E• Powerful Extrusion Command for Generating Ramps7 I% D0 E7 f- F. R1 w8 g3 P: @
• Auto Line Constraints for Mismatched Wall Meshes
7 \% r* [7 H" d( W+ w# u- g4 j6 m• Quick Draw Options for Object Creation8 ~+ B3 j/ X, X. w
• Draw Command for Easily Adding Openings to Floors) q0 A/ }+ V8 p3 m |* _
• Support for Multiple Coordinate Systems
) u( m" n5 C5 L& }. x• Powerful Grouping and Selection Options
! i, m. V& q* I3 s7 h: ~2 v• Automatic Generation of Code Lateral Wind and Seismic Loads
1 Y7 B, e; _. ?& \* {• Automatic-Permutation of Wind Directions and Eccentricities8 f: u" O8 S( q0 M2 L- d! Z4 R
• Transfer of Loads from Decks/Slabs to Beams and Walls
+ q0 m% M# H" a2 e• Vertical Area Loads in Any Shape or Configuration
9 z+ o* j6 u& s1 a' O+ X/ h6 Q• *****ed Properties – Property Modification Factors
( ^. L0 i; l: J! a! j# O1 }9 V0 W• Gravity, Pressure and Thermal Loading
: Y" h5 Z, z( F$ z; E• Wind Loading on Open Structures
2 @2 j9 x; p9 f• Sequencing Allowing Adding or Removing Objects/Loads/Supports4 p1 p) X1 W: l$ _1 R7 ~
• Buildings with Base Isolation and Inter-Story Dampers
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ETABS ANALYSIS
% m2 i5 b% N$ L# Y0 @& W• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
2 d9 j, {. p" M, G: J i1 N' }• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
% I' u2 u2 u4 ?2 D- E% s7 `• P-Delta Analysis (N, P)% L: \4 l5 L+ n/ I
• Automated Center of Rigidity Calculations (N, P), K9 f& R$ W) U8 O; @
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)$ Q8 j9 w/ W+ x# ~6 U
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
% K5 w" \5 ^+ N( a0 w2 o7 I$ I9 m• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)' J1 n' `1 _ {1 P: C
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)! f6 B1 y9 d" l9 t ]0 K
• Applied Force and Ground Displacement Loading (N, P)6 G. [% R( @' I* {4 q1 j: t
• Seismic Acceleration or Displacement Time History Analysis (N, P)
) ]) k' ]9 t1 q1 e0 h9 `+ e" `9 D6 z• Wind Load Forcing Functions (N, P)
. G7 I R% K( g, i5 X4 L• Explicit Panel-Zone Deformations (N, P)
; M6 N v& I* |% @/ b$ k6 u2 H1 c" J( v* M2 A• Effects of Beam-Column Partial Fixity (N, P), O- U5 D* ]5 A6 T- _" {: t/ t9 @: x
• Construction Sequence Loading Analysis (N)0 k) e, L+ s; ^. U
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)+ p, M: y4 T2 h
• Nonlinear Static Pushover Analysis (N)
- o$ g: F- t6 X• Viscous Dampers (N): J4 d! e: T' ?) v
• Base Isolators (N)# H$ S" q5 j5 n3 J9 a" O
• Gap Object for Structural Pounding (N). N; H, D' a5 w( K
• Nonlinear Time History Analysis with the Wilson FNA Method (N)3 |. t V" L2 q2 \/ |
• Large Displacement Analysis (N): Y- V) K' W0 \, I
• Sequential Construction Analysis (N)& I; ]3 }1 T0 n4 S! a
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5 ^2 m5 E4 @! y/ r( |SEQUENTIAL CONSTRUCTION (N)
# c6 }2 M' C6 K: C6 h5 k• Model Effects of Construction or Demolition& L+ C6 x% C2 E
• Specify Active Structure by Stories or Groups: K2 s; Z# c! k& s+ V3 n) n
• Geometric Nonlinear P-Delta and Large Displacements
b* x+ V# b, M$ W/ {( G3 T( m• Sequential Construction Load Cases for Design
! ?. ^! ^0 G* P" |& a2 x• User Defined Loading0 G* ]$ m' s5 B' I/ ]9 t
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" S" ?3 H4 _# C! H2 v/ DPUSHOVER ANALYSIS (N) d0 o( c |; \5 m* V, K
• FEMA 273, ATC-40% \$ z1 ]5 E/ e6 G' o; U0 Q
• Force-Deformation Relations for Steel & Concrete Hinges
! D. J6 t" g, V6 {1 {9 b• Modal, Uniform, or User Defined Lateral Load Patterns
. t0 p3 G, Z% Y; u• Capacity Spectrum Conversions2 e+ C* I/ B# `! a- I. M
• Effective Damping Calculation
9 u# V6 |1 j; k* _ |* Z• Demand Spectrum Comparisons
2 n- K" u$ [0 W; Y• Performance Point Calculation* R2 z1 N. h, T! E
• Summary Reports including Plastic Hinge Deformations2 }7 N3 d! _; |: I
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ETABS DESIGN
& }7 p. L$ r0 ?$ s0 w• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,( |5 u2 }. u3 Y' x$ Z
Italian and Euro Codes
6 a: m, X* A2 }• Concrete Frame Design for ACI, UBC, British, Canadian, New3 W1 i1 Y6 w$ j6 F9 y5 S# J
Zealand, Indian, Mexican and Euro Codes+ ?; y1 z# h) ]2 l
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian3 L' y2 }& Q/ j# p
• Concrete Shear Wall Design for American, British & Canadian Codes
6 |6 V( ] F1 L1 Q% y% a e8 ?$ {+ B• Automated Steel Joist (K or KCS) Selection* _% n7 q- `9 Y0 ^
• Design for Static and Dynamic Loads9 g% y5 }- n9 J/ H8 X% g
• Floor Vibration Analysis with Murray Damping
. q* [/ o. y9 m7 ^& b1 z• Automatic Calculation of Moment Magnification Factors# T; v; [ B/ N; I+ N
• Automatic Calculation of K-Factors & P-Delta Effects5 n# v; a8 C0 `
• Steel Frame Design Offers Automatic Member Selection
/ {) J) |+ ^! @2 C• Seismic Requirements for Special Moment-Resisting Frames
, X1 l# Q& Q i5 s P• Automatic Tributary-Area Live Load Reduction8 i4 H3 t$ Y2 M/ O5 Y
• Graphical Section Designer for Complex and Built-Up Shapes" V. l1 r2 @. ^+ }
• Special Moment Beam Types for Steel Frames
0 ]! i: l4 i5 u# Y) e• Virtual Work Based Optimization for Lateral Deflections# W8 i# r1 |! u% Y3 z
• Camber and Stud Requirements for Composite Beams# q" `* M$ X( h' m
• Grouping for Design Envelopes' {; l0 s* O& w4 @ H0 X" |+ {
• Designed for Biaxial-Moment/Axial-Load Interaction' X. x9 w0 V; @& q9 l9 u
• Seismic Check of Beam/Column Joints in Concrete Frames
5 F: s% V+ _8 N J• Automated Effects of Panel-Zone Deformations on Lateral Drift
: k. [' X+ g3 w' k: I7 x1 W4 Z% F• Doubler Plate and Continuity Plate Design
7 |; \: ?5 v* \) j8 Q; p5 U• Seismic Design for Concentric/Eccentrically Braced Steel Frames
- o3 l2 L" Z1 u$ d3 F! b# A" @3 g• Display of Reinforcing for Columns, Beams and 3D Shear Walls2 t b: Y9 e. l: x; O8 ^$ I. ?
• Shored and Un-Shored Design for Composite Beams
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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 20100 m+ |9 L+ B) A" p; G
1) Download the Standalone installation for ETABS V9.7.3.) f' e8 B* O" |! }' D4 \8 ]
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Download the Network installation for ETABS V9.7.3.' Z1 _/ C6 Z1 O/ r1 D) \
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Or
) s) Q; N" U' |* `6 fDownload the full CD with ETABS V9.7.3
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2) Download the Standalone installation for CSiXRevit 2009 and 2010. b0 w% U i( _' n
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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9 e6 ^; e4 Z o" F1) Exporting from Revit Structure to create a new ETABS model
* S7 r1 e/ K5 A' J. \* D4 g+ a2) Exporting from Revit Structure to update an existing ETABS model. ~1 }: o. u1 N, Y+ K! F2 `. t- M
3) Importing from ETABS to create a new Revit Structure model
5 e1 G+ T. D& n* V% I( O- F4) Importing from ETABS to update an existing Revit Structure model.; ^- k) i# x# L& D+ ?& H |
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The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.; z: Z _2 a! q+ b
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Have fun!/ T. _# b' y0 J
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Đăng lúc 25/8/2011 03:15:07
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