ETABS Version 9.7.3

ETABS Version 9.7.37 a* ~/ S1 g4 x9 D( Y 0 ^4 d: F" B* r4 _9 X4 o9 B 1 _3 m$ Q3 v2 F0 I / B2 ?' ?! g9 K: [6 w# a * X0 U, j+ F4 H7 Q " E/ c, v* R, {  y* O& Y2 v ETABS MODELING * ]0 m% r8 c8 _4 I# i6 ?• Object Based Graphical Interface/ s8 m1 z/ `' n) e0 G0 v • Model Templates for Most Steel & Concrete Building Systems 7 `" {% K& S1 r1 Z• Models Created Using Building Terminology' d% I! S  b- L7 J2 P: | • Beam/Column/Brace Frame Objects * w* i: |5 @6 p  H: j& E2 {• Wall/Slab/Deck Shell Objects with Internal Meshing 0 V' d  A" F5 \" [; x% B• Story Definitions using the Concept of Similar Stories ' S* P$ k+ |( N* E• Common Labeling of Objects between Similar Stories+ M) f) q) G5 {. }! {1 r1 }; X! G$ d8 x • Complex 2D and 3D Shear Walls Interacting with Beams & Columns ) p  x2 A* G9 N0 _, h9 p: O• Integrated Graphical Section Designer for Complex Frame Shapes( \" f. D% K4 s0 E" H • Editing with Move, Merge, Mirror and Replicate! f8 _% z8 H6 K$ Y, b( C( k • Accurate Dimensioning with Guidelines and Snapping: W7 S. j/ t$ s • Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions) k( I' g3 O$ A- A • Powerful Extrusion Command for Generating Ramps " l) }" f& y2 G0 @• Auto Line Constraints for Mismatched Wall Meshes" {; l& Y1 L! g2 P" A! p( P* f • Quick Draw Options for Object Creation( \& u3 s3 ]% i4 c! v • Draw Command for Easily Adding Openings to Floors! C& ^; M: r8 l9 n6 d3 C2 d. J: j# ? • Support for Multiple Coordinate Systems7 c* O+ \% C; z • Powerful Grouping and Selection Options 2 l/ \& C6 A! D( j& ^# H0 M• Automatic Generation of Code Lateral Wind and Seismic Loads+ M9 T9 @( h/ C • Automatic-Permutation of Wind Directions and Eccentricities. z% L4 Y% D! i- \" b4 u • Transfer of Loads from Decks/Slabs to Beams and Walls   \! a, j+ G, Q• Vertical Area Loads in Any Shape or Configuration* b- d/ o) x9 d2 e4 ^/ Q5 b • *****ed Properties – Property Modification Factors* ?! a( [& v1 s! {1 Q% t$ Y • Gravity, Pressure and Thermal Loading , D- ^( ~- c* Q7 X• Wind Loading on Open Structures( R" U# f# H! W1 B# d- v • Sequencing Allowing Adding or Removing Objects/Loads/Supports: K+ x5 z% L' A# c' e& F# ^- P1 Z7 ? • Buildings with Base Isolation and Inter-Story Dampers ; N8 |9 C; G2 h, c1 c  { % I* H* j: o$ w & q2 u( o! C+ v% `/ K0 x+ r' gETABS ANALYSIS ' m7 J! W9 e! ?4 S( U• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)$ }: _1 M7 k+ n; m • Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)8 A; Y# N0 j1 v- l- V • P-Delta Analysis (N, P)! |2 w7 Q+ R1 n  V% B • Automated Center of Rigidity Calculations (N, P) . \7 _+ W# Y' c- n; R• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P) $ F+ P8 i% q! ~% Z3 `• Frame Objects Drawn as Members – Automatically Meshed (N, P) " ?1 N( h6 \$ W3 C& Y7 X$ G% ~• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P) % |8 ]9 a9 F7 z# P! T; e1 y" n( @• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) ( p) b8 c( u5 u, n; Z• Applied Force and Ground Displacement Loading (N, P) % _$ s. }, [9 @0 c  B# l• Seismic Acceleration or Displacement Time History Analysis (N, P) + y1 {4 H/ l7 m  G- z* [% e2 t• Wind Load Forcing Functions (N, P)& Q0 r: M+ l) A0 r( B • Explicit Panel-Zone Deformations (N, P)$ [" ?. L  p+ u3 [% F7 Z$ A) g) O • Effects of Beam-Column Partial Fixity (N, P) ! m/ m( F+ P+ }9 V1 @! b) {, M% t• Construction Sequence Loading Analysis (N) ' m- H: r0 q, C) X- W• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)6 ^8 ~0 m' Q9 L+ v • Nonlinear Static Pushover Analysis (N)# S$ {* M4 L- y+ O# p! O! I9 b • Viscous Dampers (N) / Q# k! A) u* b9 D' `" y• Base Isolators (N) $ O$ S* f1 Q( C: p• Gap Object for Structural Pounding (N)/ V. u% k) C7 Y& _5 g1 o • Nonlinear Time History Analysis with the Wilson FNA Method (N)! P; k1 k! ^' d( l3 r6 N, I • Large Displacement Analysis (N) " A, v; B3 S" H! {0 C1 i5 J• Sequential Construction Analysis (N)+ O7 V0 I5 J& Z9 T , ]- |% X4 h4 S+ I- O6 V7 D % U3 O) }7 X" Z( G  w5 a6 ]# A. |, L) p SEQUENTIAL CONSTRUCTION (N); b- ?4 J/ ?3 Q( x' {$ ^ • Model Effects of Construction or Demolition ! f5 e1 e. a+ i  P6 P8 x! v' L4 a" ?' X• Specify Active Structure by Stories or Groups 7 S$ C# a, J2 @' g( K• Geometric Nonlinear P-Delta and Large Displacements 3 K8 g* i- o1 h• Sequential Construction Load Cases for Design& ]9 p8 L, _  s" F • User Defined Loading % z: D; W& U' }3 ]! B. S, ~* p, n4 @9 A) W . {5 h0 i/ ~" d4 l& Y PUSHOVER ANALYSIS (N)( M+ X* f9 C0 ?/ m9 c5 W( V" E • FEMA 273, ATC-40; Y! H1 ^; o' {+ h • Force-Deformation Relations for Steel & Concrete Hinges 9 J/ g$ D+ C9 _2 ~! }• Modal, Uniform, or User Defined Lateral Load Patterns% r0 m: g+ T* g' O • Capacity Spectrum Conversions+ V1 ^. y5 ^& y# |! J • Effective Damping Calculation 5 X8 z# S! [$ S. }- k# P& \• Demand Spectrum Comparisons # \4 N0 V7 [! q" t• Performance Point Calculation   R( E% ^9 i; `( z+ [• Summary Reports including Plastic Hinge Deformations$ I. G8 \' t) R/ ~ : d9 {. C9 i# y$ I4 X ( u& S! t  }) _6 p$ NETABS DESIGN: t0 V6 v4 {# ^2 S# ~( z' G • Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, 1 j8 @# e1 d- x! SItalian and Euro Codes % m5 M4 U, J# A- n& b% g• Concrete Frame Design for ACI, UBC, British, Canadian, New9 {1 `, U& ~6 z6 I, ^' f Zealand, Indian, Mexican and Euro Codes % c$ o- C0 F" I8 {9 g, W• Composite Beam Design for AISC-ASD & LRFD, British and Canadian * {  {! `- _+ d( @) F* n* K, M  U• Concrete Shear Wall Design for American, British & Canadian Codes# T0 s$ n+ E/ W. } • Automated Steel Joist (K or KCS) Selection7 k1 z9 [$ ^, z* u8 A+ p* z2 Z • Design for Static and Dynamic Loads 7 [$ O' P# ?: w: ]) D- E• Floor Vibration Analysis with Murray Damping8 \# u. y: Z4 D# a" o, @5 V • Automatic Calculation of Moment Magnification Factors ) n$ g0 h- F. I& q8 _• Automatic Calculation of K-Factors & P-Delta Effects0 P* w' r5 O3 W) |3 [8 w3 } • Steel Frame Design Offers Automatic Member Selection ) V/ {& T% O# j• Seismic Requirements for Special Moment-Resisting Frames% q; z& t+ Z/ G. G+ t1 Y, }1 R • Automatic Tributary-Area Live Load Reduction9 i: b5 W. v5 t! z • Graphical Section Designer for Complex and Built-Up Shapes ! u/ Q1 P& `5 r6 z& k* L- J• Special Moment Beam Types for Steel Frames 5 i  C" e% j8 S9 O2 E" {! E• Virtual Work Based Optimization for Lateral Deflections & ]: t$ a, V8 Q* H) I8 l• Camber and Stud Requirements for Composite Beams - c+ V4 ^& Z0 p! d: \• Grouping for Design Envelopes6 U7 {, ?0 q( }- ]; n# T5 M • Designed for Biaxial-Moment/Axial-Load Interaction0 E7 c7 w0 l3 z • Seismic Check of Beam/Column Joints in Concrete Frames% e$ {. I9 h9 h: O1 j1 P • Automated Effects of Panel-Zone Deformations on Lateral Drift 5 X6 i/ d2 \* w9 V• Doubler Plate and Continuity Plate Design  t# g- f9 c# h7 ]3 C; r* D8 w • Seismic Design for Concentric/Eccentrically Braced Steel Frames; }9 O# \9 Y  r • Display of Reinforcing for Columns, Beams and 3D Shear Walls: e* b: R. y' \3 n: n" [0 w' V • Shored and Un-Shored Design for Composite Beams9 x, G6 [9 y9 l; Q- J% B. x 3 ^- O2 h/ s6 M/ x  S& B6 E9 Z ; F# q# {7 f# xDownload: 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: Q" `- Y  w! J1 j. J4 u2 G 1) Download the Standalone installation for ETABS V9.7.3.$ N) X  W( J5 p5 O 9 h/ C' B. `7 {) M9 Z/ _Or $ K7 F8 ?# F& t+ Y3 U7 gDownload the Network installation for ETABS V9.7.3./ v! j, i5 F( z. t2 t ; e9 ]5 u' c" M/ POr5 O# h& I8 }! ?8 Q. \& X4 C0 a Download the full CD with ETABS V9.7.3 - D8 d; r( f1 x( L/ F$ e# Z. z/ p) Y9 U 2) Download the Standalone installation for CSiXRevit 2009 and 2010( V% |* ?$ p  e/ f 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:! q" T9 v# \* O& T) X 6 l7 U, Q2 @8 [: c1) Exporting from Revit Structure to create a new ETABS model 5 G( y5 j5 h  Q0 v2) Exporting from Revit Structure to update an existing ETABS model & d% Y/ n( F( d$ `. X0 l3) Importing from ETABS to create a new Revit Structure model * ~6 S+ d+ k1 i& K4) Importing from ETABS to update an existing Revit Structure model.- w# B( N& [. p& S$ `, E# x! ` 2 r' ^3 b* A7 i) s) c" y1 N' s% MThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012. 0 h; ?' k+ Q8 y0 q# A. A # Y0 @# h6 ?' w! SHave fun!- N% G. W5 X0 g) W+ J ) n7 F9 v" W& K- d& k- K+ X4 T $ O) H7 b- i1 J

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