ETABS Version 9.7.3* \6 F8 ?& g# {) O- E% M" n
9 h; P& Y8 T2 E/ U, f; B0 K8 H
) t8 p' l5 J7 [. w u
1 ?8 e* J" _, d: x) p) U
, p/ b# L1 J( y, t. }- j; w0 U( n+ C6 C4 r1 }
ETABS MODELING
2 |# |! @2 w# z" c, X/ A• Object Based Graphical Interface
2 p5 N. B% v% }• Model Templates for Most Steel & Concrete Building Systems
) r6 ]6 {4 Y8 S8 v; J0 B• Models Created Using Building Terminology3 [$ P" P& c1 O( a2 |- D8 z' t
• Beam/Column/Brace Frame Objects9 n$ j7 }5 G8 K8 o2 x# a7 }
• Wall/Slab/Deck Shell Objects with Internal Meshing9 i) d& I$ H: I' A1 t
• Story Definitions using the Concept of Similar Stories
4 n# H4 _" r. ]. R, Q; S, q M• Common Labeling of Objects between Similar Stories% b, j/ R- k! x9 a' O' B0 f
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
/ R0 t+ o0 @- |6 C• Integrated Graphical Section Designer for Complex Frame Shapes
3 j' {8 C. @: X) p• Editing with Move, Merge, Mirror and Replicate
2 I7 G L# |1 ]• Accurate Dimensioning with Guidelines and Snapping
3 w6 b8 m8 L1 e$ W• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions9 `- Q* T( N! O: M T% f. l, P
• Powerful Extrusion Command for Generating Ramps
( Z, \0 N6 i! u2 b& u, M/ q• Auto Line Constraints for Mismatched Wall Meshes
! b( P9 M( _- _7 z8 n) D0 n! O: N• Quick Draw Options for Object Creation; G, {5 _. x4 K9 K
• Draw Command for Easily Adding Openings to Floors
! U. G3 q+ u; w" m1 v2 @8 Y4 n# \( b• Support for Multiple Coordinate Systems1 J) A1 `3 ]) Y0 r( d' b* p
• Powerful Grouping and Selection Options. }2 |5 `9 ]4 M* r* {
• Automatic Generation of Code Lateral Wind and Seismic Loads |& U4 ?# ~# x9 d3 m C! e8 w
• Automatic-Permutation of Wind Directions and Eccentricities
$ K' C' R/ c ]& r• Transfer of Loads from Decks/Slabs to Beams and Walls
# L P2 S/ _0 R3 G+ C# J3 k• Vertical Area Loads in Any Shape or Configuration$ }! B2 Z* l* L2 V. w
• *****ed Properties – Property Modification Factors; P7 a- t) z& d" V
• Gravity, Pressure and Thermal Loading* p& J* u! E2 k3 }! W5 \
• Wind Loading on Open Structures# x( r& @* e+ R0 B% G+ W
• Sequencing Allowing Adding or Removing Objects/Loads/Supports3 u8 t1 L- s9 E$ c
• Buildings with Base Isolation and Inter-Story Dampers
3 T) D5 c6 l6 _5 ]$ Z$ y1 U
. S. l' H8 a$ K1 _ U0 H
% e+ e" d( x8 ~- p- y6 LETABS ANALYSIS* a# C& U$ T. M \ N3 I9 c: `' G1 _% A
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)# \, d; t# _. V7 X1 v. X
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
' d! w; V4 O- u• P-Delta Analysis (N, P)
; m8 D; ?- T( U& u0 a( ]& y2 P4 r0 \• Automated Center of Rigidity Calculations (N, P)
% x0 x7 v9 m4 E9 |! |• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)7 d, M3 w( ~8 L0 N" L6 R- D
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
7 a. z6 i: Z2 n) c0 z• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
8 [( e8 a" a% y: P• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)9 S V" R, G0 n2 ]" T3 S7 B3 z
• Applied Force and Ground Displacement Loading (N, P)
; j/ e, z+ j6 w4 D C- X% Q• Seismic Acceleration or Displacement Time History Analysis (N, P)! X( q. |& y1 a. j4 l& J5 l( ]
• Wind Load Forcing Functions (N, P)
' V5 W* K* _' G. \• Explicit Panel-Zone Deformations (N, P)
( g* W# H: O d( s' C) A• Effects of Beam-Column Partial Fixity (N, P)
" I4 h3 X2 _$ [0 T; x• Construction Sequence Loading Analysis (N)( D6 _) P q4 H3 Z
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
( H' ?9 a. f2 V% w• Nonlinear Static Pushover Analysis (N)
3 {/ {1 a1 [9 C8 s. \( F, g7 T• Viscous Dampers (N)3 T2 _6 v# ~' V, X! P' v- q' S# f
• Base Isolators (N)
0 I; t" b$ C1 `, Q' v3 f• Gap Object for Structural Pounding (N)* p6 ^/ r% y+ C
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
: X3 _. O5 ^0 j' _/ |8 m* Z• Large Displacement Analysis (N)( W N3 w7 b* W" o1 z
• Sequential Construction Analysis (N)5 h. f/ Q$ G e$ F4 Y: O9 @9 ?8 x
3 t' A% A+ t1 k( p% D* B1 H2 H
8 K. `$ ]" @% x, k2 W. n TSEQUENTIAL CONSTRUCTION (N)' o5 Y& P& D7 r. w7 u" h
• Model Effects of Construction or Demolition
0 U, V, O8 X$ I: x) @/ Z+ p• Specify Active Structure by Stories or Groups& l# h! V7 x2 y( P, o% n
• Geometric Nonlinear P-Delta and Large Displacements
@- y6 h, F2 [& A* t: S6 o2 S• Sequential Construction Load Cases for Design4 t' K, v$ T6 `, A8 d
• User Defined Loading5 G8 o( s" n' g/ Y: |8 h
7 S% ^3 l9 A; M* i6 G
. g( [0 [/ y' Y0 i& p! b5 iPUSHOVER ANALYSIS (N)0 f- X3 f7 j! W6 ?, y# @6 i
• FEMA 273, ATC-40# y n2 {# d8 \' j- l% \. C
• Force-Deformation Relations for Steel & Concrete Hinges
4 W/ J! j* R3 {! F8 l* Y" \• Modal, Uniform, or User Defined Lateral Load Patterns! Z" y G3 p! d. c* {
• Capacity Spectrum Conversions
$ X+ j& t1 u; i! M m" H. b3 ?0 y• Effective Damping Calculation
+ D( j. \; _9 s t# x• Demand Spectrum Comparisons2 Z0 G4 j7 k% \* Y
• Performance Point Calculation8 m5 _9 L5 Y5 p0 E# d+ v' A0 K5 q/ x
• Summary Reports including Plastic Hinge Deformations
6 g5 [+ X+ T- \9 B0 f# X9 c+ V6 ?
% e4 r% i- ^7 z& B, E
7 e/ A6 w2 A( KETABS DESIGN
+ f/ ]: |. ^; v3 X. F8 W; X8 A C• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,8 c1 @/ A7 l! \/ u5 b+ o
Italian and Euro Codes
* i. \ I$ M$ V/ t. I• Concrete Frame Design for ACI, UBC, British, Canadian, New
r9 J) t+ y& {Zealand, Indian, Mexican and Euro Codes
: w/ O- G* S' `5 r+ T* z• Composite Beam Design for AISC-ASD & LRFD, British and Canadian2 s h. d8 A/ J& s
• Concrete Shear Wall Design for American, British & Canadian Codes
/ y/ n- {5 \! h: @2 P0 S7 J" X• Automated Steel Joist (K or KCS) Selection
! a" }! G- }# a3 b/ E; s• Design for Static and Dynamic Loads* w' N) s& J* }% D" M- p+ ^$ _
• Floor Vibration Analysis with Murray Damping. Q- r! E/ ]+ ~5 Q0 L2 J
• Automatic Calculation of Moment Magnification Factors# X3 T) C& c2 O) {; g5 K# P: Y
• Automatic Calculation of K-Factors & P-Delta Effects
5 K: L; n8 D Y/ W• Steel Frame Design Offers Automatic Member Selection7 J2 @; D" G' h* q
• Seismic Requirements for Special Moment-Resisting Frames5 c; K0 T2 Y+ a
• Automatic Tributary-Area Live Load Reduction
- ~1 W% _9 Y1 |) _, [7 ^4 ?• Graphical Section Designer for Complex and Built-Up Shapes
0 t5 a/ D3 n4 ~( }+ q! R2 A7 Z• Special Moment Beam Types for Steel Frames* f. {" V" @0 ?0 n9 m
• Virtual Work Based Optimization for Lateral Deflections" M# A g# R, u- @+ H% v" p; D
• Camber and Stud Requirements for Composite Beams: c6 P5 \& t/ D2 |! [
• Grouping for Design Envelopes
$ x% h! H: l0 w• Designed for Biaxial-Moment/Axial-Load Interaction* ?" g' g1 E; ^/ S
• Seismic Check of Beam/Column Joints in Concrete Frames
) F# I' \" D0 ?0 r: k7 W• Automated Effects of Panel-Zone Deformations on Lateral Drift s% q9 L) B. X( ^5 C7 p
• Doubler Plate and Continuity Plate Design
6 ^7 ~5 |2 `6 Z+ I, N• Seismic Design for Concentric/Eccentrically Braced Steel Frames% R( J/ |5 R! M% p, b7 [
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
; B* ^/ j* F1 k6 L# i& u) r D• Shored and Un-Shored Design for Composite Beams
" w5 m, z9 V f t+ L8 t0 R: o2 E0 a1 D; \
8 N6 Z4 [" X- }$ x* H- S4 d3 UDownload: 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
( W. H& E8 e, v2 S( T2 Q' _1) Download the Standalone installation for ETABS V9.7.3.. y7 U$ B0 j- A8 q4 j; {
1 P Q5 N& I3 j$ g) h6 W3 _7 hOr
2 H1 b" l; N& m7 v' ^, B& p: ~7 JDownload the Network installation for ETABS V9.7.3.. D# ^* Z% x' t( g
% w0 A7 a ?% n$ G7 J
Or' D0 Z! Y: u! e$ X" G8 D9 {
Download the full CD with ETABS V9.7.3
% Z7 t7 n' f# K
& `# ^5 ?; z5 v' R; h" `, r! Q1 y2) Download the Standalone installation for CSiXRevit 2009 and 2010
3 Z; U9 x0 S ]& ]; yComputers 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:
( A3 {0 o3 N- ~1 o3 u9 }; L7 A* R. K( }% t7 C9 h
1) Exporting from Revit Structure to create a new ETABS model. B& R, Z, t0 w' @
2) Exporting from Revit Structure to update an existing ETABS model
" m" b; ~& K* _$ I' O+ u' c3) Importing from ETABS to create a new Revit Structure model: v/ G% v% }9 V9 Z3 h
4) Importing from ETABS to update an existing Revit Structure model.
% G0 w5 |( p% X, K* V3 x: M! ~- j8 v k8 q
The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
9 m' T1 F3 ~/ [$ I, _4 i
# A7 N+ D" z# ?% THave fun!) B) V( V; `6 f: y" g8 v1 f2 [! d
& `' ]% V. P5 F! r. s: z, b
( b0 z# ^% _2 D/ L! m+ `
|