ETABS Version 9.7.3

ETABS Version 9.7.3 % I2 X5 o9 @% n. U' s( L - S! i0 T! I3 `9 d8 F2 x5 o. m # z; A( `0 w0 e + S+ v4 f4 R+ k5 ~ # c# U8 Q3 ^' n7 V) ?6 [5 O8 ` % L4 w) B7 o$ N/ zETABS MODELING / ?5 N# R* \8 A: H8 P. P• Object Based Graphical Interface , U/ H( c! n% N4 S/ {* O* f! N7 B" c• Model Templates for Most Steel & Concrete Building Systems7 r1 ~5 Y; I, Y7 m • Models Created Using Building Terminology 4 M4 d4 y8 e5 o, V0 @& z* Y+ }! S) `• Beam/Column/Brace Frame Objects0 P9 w3 L3 X( @5 ~5 o1 \( a • Wall/Slab/Deck Shell Objects with Internal Meshing + U+ q. e% @: n( _; K) R  ?• Story Definitions using the Concept of Similar Stories ; o) K2 O* V( q# b9 {, O• Common Labeling of Objects between Similar Stories 9 P* v* V  _8 _" r5 o  Q" \• Complex 2D and 3D Shear Walls Interacting with Beams & Columns . Y. L: T1 X; W6 L" o• Integrated Graphical Section Designer for Complex Frame Shapes   n# z$ C5 n4 N/ p. Z  ], _2 q• Editing with Move, Merge, Mirror and Replicate; n. ~4 o% a, l% o. q3 T" p9 ]$ o: o • Accurate Dimensioning with Guidelines and Snapping1 t" y' Y2 g3 v" F# l • Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions 6 Z0 F. g' I+ s- |) z" U, r# N• Powerful Extrusion Command for Generating Ramps0 s6 z  j" B: j • Auto Line Constraints for Mismatched Wall Meshes; ^. ]. j2 J  h* ]1 F9 z, E9 r • Quick Draw Options for Object Creation 0 T& P: ]5 p# v* f• Draw Command for Easily Adding Openings to Floors6 h+ R) \6 w; e$ ?6 q • Support for Multiple Coordinate Systems % n4 \1 |( T1 H3 s  Q$ S" k" z: I• Powerful Grouping and Selection Options 1 p3 H2 l1 W6 C• Automatic Generation of Code Lateral Wind and Seismic Loads 5 X4 j  R+ F* X' J5 |• Automatic-Permutation of Wind Directions and Eccentricities' X. U4 I; |1 W. p* L9 @' v- E • Transfer of Loads from Decks/Slabs to Beams and Walls, j5 h; p- [# m; G • Vertical Area Loads in Any Shape or Configuration 1 G% r- f9 M! J4 G5 f• *****ed Properties – Property Modification Factors% K+ d/ n# b5 M • Gravity, Pressure and Thermal Loading ; z0 M9 \& R" X0 W) k: z) T• Wind Loading on Open Structures; g; i( ]; w3 N2 o8 c; [ • Sequencing Allowing Adding or Removing Objects/Loads/Supports9 M5 P5 J) H# c: e! q • Buildings with Base Isolation and Inter-Story Dampers% e  T3 f4 S' a/ ?  N. c% k( d1 j & H) q. }) ]) E/ x9 z& W& H / B+ W5 P' K3 t! n% g; g9 `ETABS ANALYSIS9 y0 l$ H( h9 z1 m( E* H • Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P) - P$ m  W) x# `6 D6 f$ K+ k• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)/ y& `' ~  A  N0 v1 d2 ? • P-Delta Analysis (N, P) 0 `$ g8 Q" S- ?* E# {• Automated Center of Rigidity Calculations (N, P) ( e, X- k& ?- d/ V• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P) $ I& f: h7 S0 u% l! h& i% y- X. r+ V- Q• Frame Objects Drawn as Members – Automatically Meshed (N, P)2 h4 j8 ]  S1 b* W9 [% _ • Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P) - u& J: \; u) O' [  j. b• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)5 q2 Q2 ~9 @; ?8 d; ` • Applied Force and Ground Displacement Loading (N, P)8 ]. W+ a  L! n+ L- V" y • Seismic Acceleration or Displacement Time History Analysis (N, P)( N* H2 J, d/ c* H+ [ • Wind Load Forcing Functions (N, P) ( r% A: J+ {7 s9 D, Y7 B, N• Explicit Panel-Zone Deformations (N, P) " D# H0 d# m9 M/ g- s  W• Effects of Beam-Column Partial Fixity (N, P) ( C- u% x' a, M: A• Construction Sequence Loading Analysis (N)# P4 o) Y4 @0 j/ N( E • Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N) - ^% |7 U2 c1 ?" v) R+ I8 r. M• Nonlinear Static Pushover Analysis (N) 8 m& ], ^: z- v8 {/ ?• Viscous Dampers (N) ' y( j4 O# \+ C8 _# a• Base Isolators (N)0 ^! K! F9 _, W2 S  t • Gap Object for Structural Pounding (N) 4 ^  ^" w0 P+ J8 `4 w; u• Nonlinear Time History Analysis with the Wilson FNA Method (N) 8 x4 N" e( t2 F1 O( r• Large Displacement Analysis (N) + G0 C$ d# z5 r1 \4 N8 ]2 F• Sequential Construction Analysis (N)9 d, c8 b: g: v4 v ' l& s  D0 D" @: \2 d/ ?3 O8 {, L* r2 I7 E8 n; n SEQUENTIAL CONSTRUCTION (N), U+ E' i& e* @+ w& d • Model Effects of Construction or Demolition ) G7 n3 P' s! Q2 f; `+ C9 d- F• Specify Active Structure by Stories or Groups6 q. b) E$ V' i3 d2 z! V5 M1 z8 d. P • Geometric Nonlinear P-Delta and Large Displacements ; p' J1 }/ v: M! u/ I9 A1 y( B, x# p• Sequential Construction Load Cases for Design4 ]4 G8 k! E1 R/ E • User Defined Loading0 ?: Y6 Z8 J0 C2 M: G " R& ~* n2 R* j+ d9 K2 O; w9 ~8 w ; _3 R! G# a" V7 h1 w* y& {PUSHOVER ANALYSIS (N) / O! }% k1 ^+ Y• FEMA 273, ATC-40 7 i+ m6 j/ e; k: q  d• Force-Deformation Relations for Steel & Concrete Hinges4 [" l3 d) o5 P1 W4 o • Modal, Uniform, or User Defined Lateral Load Patterns : G1 K! R) H! Q6 b# |- R; k+ S! Y• Capacity Spectrum Conversions1 T4 z" H% C: l • Effective Damping Calculation5 j2 g% ?* f: Y, v • Demand Spectrum Comparisons & \/ m  u+ a) ^% W+ n• Performance Point Calculation# _/ f* B& j" r: a • Summary Reports including Plastic Hinge Deformations0 ~; A" k% a; z% R 2 F9 w2 a8 |! P" T1 z3 }! w% H 0 M- x- l" r7 u9 o" f$ a$ T& z" {ETABS DESIGN ( g0 d* y1 ^6 f4 t- A• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,+ C; D  `: D7 O! Z# }$ C Italian and Euro Codes4 W+ U4 E# o9 [  ^, j$ c  I, N) |- H • Concrete Frame Design for ACI, UBC, British, Canadian, New. M: M; v$ R$ I+ h( S8 ^ Zealand, Indian, Mexican and Euro Codes& I3 g- t4 a5 h/ y • Composite Beam Design for AISC-ASD & LRFD, British and Canadian3 T, G; ~; n5 E% E5 h • Concrete Shear Wall Design for American, British & Canadian Codes7 V( }0 N  X( s( j • Automated Steel Joist (K or KCS) Selection7 b* M( l1 H1 m: D5 ? • Design for Static and Dynamic Loads 0 D( |, Z; j) Z& |; E9 C; ]& T, f• Floor Vibration Analysis with Murray Damping6 f9 J: f$ B8 ?2 a • Automatic Calculation of Moment Magnification Factors + k- F5 W5 l1 v0 ~, v• Automatic Calculation of K-Factors & P-Delta Effects 1 w. E! t. y& w# i• Steel Frame Design Offers Automatic Member Selection0 A9 S) Y9 z/ J4 k$ V9 v8 p! ?, \ • Seismic Requirements for Special Moment-Resisting Frames - ], T7 d9 ^1 o# O# T• Automatic Tributary-Area Live Load Reduction " O) p! C, o7 f- M  k5 n/ n• Graphical Section Designer for Complex and Built-Up Shapes - P+ K. f+ q" O! U+ J% F( U+ v• Special Moment Beam Types for Steel Frames# L: j0 T7 j% X • Virtual Work Based Optimization for Lateral Deflections 8 D" a  E6 Q" S- m6 `; m• Camber and Stud Requirements for Composite Beams . }7 w0 z* n  r2 x• Grouping for Design Envelopes   G- p9 m6 w% {- z! V• Designed for Biaxial-Moment/Axial-Load Interaction; x0 z3 q3 a" h • Seismic Check of Beam/Column Joints in Concrete Frames   l7 l/ }- J! ]0 U$ ~# [5 {' `• Automated Effects of Panel-Zone Deformations on Lateral Drift, b6 U6 y: [  q+ c' j7 C • Doubler Plate and Continuity Plate Design 9 r  e" i# ^6 e0 f9 Q# A• Seismic Design for Concentric/Eccentrically Braced Steel Frames 4 \; Y7 \! W8 B• Display of Reinforcing for Columns, Beams and 3D Shear Walls: u- w* r: L. ~  `6 q% R • Shored and Un-Shored Design for Composite Beams 5 O& i* f8 J; k9 _; I 9 ]; n$ @; z/ v4 s   P+ d9 n) P; x' RDownload: 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" [- ?8 B$ J9 v/ B0 U- ~, `8 x 1) Download the Standalone installation for ETABS V9.7.3. + W& a; V5 k1 W6 r 7 E3 m% h2 j! _Or ! u! Q! j, j' U3 \; z) ADownload the Network installation for ETABS V9.7.3.; V% U! k3 ^3 z' S) q # F  @& }7 D4 d9 a- [1 L8 A8 GOr. o' P# `% s7 p Download the full CD with ETABS V9.7.3 ) Q. Y6 Q7 K& ~# w8 C9 h7 I# i: r % Q& n. L5 }% x) W2) Download the Standalone installation for CSiXRevit 2009 and 20103 h/ }# ~) R( A6 d, J) e, 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: 1 I7 X2 j6 @, t$ ?) s& l% @. U$ T( A0 E; ^7 d 1) Exporting from Revit Structure to create a new ETABS model+ i: l- t) P" L9 r5 G 2) Exporting from Revit Structure to update an existing ETABS model( Q/ m) }0 X- o7 F1 Q 3) Importing from ETABS to create a new Revit Structure model; N% G) B9 Y4 k: } 4) Importing from ETABS to update an existing Revit Structure model. " c6 a+ X/ Z* K2 p( p4 j + |7 N5 O; q" d5 v! Y) G  KThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012. " q9 U& l' a' e0 B2 A* s 3 m0 H2 l% m! Q& q% D8 CHave fun! 5 f" A7 m8 T& X$ x, } 4 n% L4 ~4 ^* Z( E* b8 V; a" ]% v! x9 T8 m3 t' f7 c$ W

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