ETABS Version 9.7.3

ETABS Version 9.7.37 K+ {9 p6 I8 u9 K, c7 D ' e% O4 i2 Q# K" u5 g , N0 M% s* ]6 j) ]) S+ _2 I4 C2 A/ d # ~/ q/ E' C' R2 d" v+ w* `+ ?8 S& ~# ]6 s 7 a5 K- V% g0 i" Y( o% v6 ?  G7 v ETABS MODELING3 P& R/ N; _: N3 X& J( ` • Object Based Graphical Interface 5 y4 ~  e0 }' k2 k) J• Model Templates for Most Steel & Concrete Building Systems" m7 k- Y* D# O- U8 K, ]$ ?( L • Models Created Using Building Terminology, D) T/ Q1 K8 m: q/ ~8 z) q • Beam/Column/Brace Frame Objects4 a/ @$ X- R/ J5 T: o$ _8 Y • Wall/Slab/Deck Shell Objects with Internal Meshing5 m+ r# [! [# ~$ T" I0 @ • Story Definitions using the Concept of Similar Stories / U6 c7 I( F/ S% H" X# a• Common Labeling of Objects between Similar Stories . o* Q+ ^4 }, Q8 G& I' B• Complex 2D and 3D Shear Walls Interacting with Beams & Columns. S' Y& T+ t3 h) s6 k: a% A3 ` • Integrated Graphical Section Designer for Complex Frame Shapes 3 G8 q0 q& e( \. a• Editing with Move, Merge, Mirror and Replicate# T- `% n4 g6 _$ v/ |* q • Accurate Dimensioning with Guidelines and Snapping3 J; |0 e9 F4 D+ Z( h • Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions / y' \) l& ~  n; J; o9 ^• Powerful Extrusion Command for Generating Ramps( U0 J% k/ D$ N  N# C9 }( Y# a • Auto Line Constraints for Mismatched Wall Meshes 3 k$ ?, L% ^6 N* \4 o# N! v2 y• Quick Draw Options for Object Creation ( j+ I5 t- ?& W- ^! q! D. A- B• Draw Command for Easily Adding Openings to Floors0 W8 I0 f- y. Z7 } • Support for Multiple Coordinate Systems( S; f8 r; j; f2 t • Powerful Grouping and Selection Options . F- ?. r  F7 |) {$ V( i, X• Automatic Generation of Code Lateral Wind and Seismic Loads ' K' o% f* V2 s) k! {- E2 B6 ?+ O• Automatic-Permutation of Wind Directions and Eccentricities0 d9 r6 U% c( _1 F! J# a( |' Z • Transfer of Loads from Decks/Slabs to Beams and Walls 5 r- z! j, U$ F3 w% ?( v" [" P+ x6 l• Vertical Area Loads in Any Shape or Configuration 9 [$ m% {2 ~5 J4 _• *****ed Properties – Property Modification Factors2 t; p. B- E& N • Gravity, Pressure and Thermal Loading . t" X3 Y7 S) V& N• Wind Loading on Open Structures 7 A' \6 n3 K2 b# C: t/ M• Sequencing Allowing Adding or Removing Objects/Loads/Supports 1 v4 A- h; \+ v0 K. M& Z• Buildings with Base Isolation and Inter-Story Dampers) r; O0 @6 @2 Q1 h( y+ S $ Q' P0 O8 T0 K  d4 E7 f; S * F* v8 x: R- m7 yETABS ANALYSIS4 K) c* z9 B1 J) H+ t/ G • Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P) - T5 H( E) D# Y) `$ \3 c/ Z• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)6 q+ ^# b! Y2 |# b • P-Delta Analysis (N, P) + j, H+ P8 z* }, I8 S+ L• Automated Center of Rigidity Calculations (N, P) * j6 K2 P. E2 c" K) g, H• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)* e9 r+ Z* N- I- D1 o! l • Frame Objects Drawn as Members – Automatically Meshed (N, P)! I$ p) T: F% _6 t6 T1 x/ a0 U- v • Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)+ w% t9 K" v1 B. ?9 s; E! @* b • Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) ! {! d( K( i6 x6 m" u' j• Applied Force and Ground Displacement Loading (N, P) # U) O. V, w* Q• Seismic Acceleration or Displacement Time History Analysis (N, P)2 G; ~% a! r8 o' d+ @, [5 o • Wind Load Forcing Functions (N, P)- j7 |  Y* U. o1 W8 h/ o • Explicit Panel-Zone Deformations (N, P)! q" X* e3 y9 p • Effects of Beam-Column Partial Fixity (N, P). ^& B) [8 z$ U/ Y* O& c • Construction Sequence Loading Analysis (N). ]* @; Q% c, K4 b* V! y • Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N) " f; @  Z) x& M  k& ^6 t( `8 S• Nonlinear Static Pushover Analysis (N) " `' y( d- [% k  F• Viscous Dampers (N) , D% V6 w3 I6 ?* v0 ^2 d; ~• Base Isolators (N) 7 x) k. i+ }; g3 ?• Gap Object for Structural Pounding (N)* w7 h, S! _6 a6 W: q; i# }5 Z • Nonlinear Time History Analysis with the Wilson FNA Method (N)+ ^: f8 k. D" h • Large Displacement Analysis (N) " s; Y' m3 c( S! T1 G: \• Sequential Construction Analysis (N) + n0 C( |+ L  e5 k1 o6 b2 S 6 t  e; ]4 T, `% E2 R. [1 f " T7 D& J2 x) M# lSEQUENTIAL CONSTRUCTION (N) : {) J) H5 A1 Z$ Y• Model Effects of Construction or Demolition& h& F) s2 h8 U" o5 w. X • Specify Active Structure by Stories or Groups 1 a! O2 l8 |! t, B; B7 U( x4 z) o& e• Geometric Nonlinear P-Delta and Large Displacements: H4 ?( O9 u, {" |3 v5 X6 i, X! ]( L. L • Sequential Construction Load Cases for Design/ z/ H" M" q: \, v- p  M! k& H • User Defined Loading ; G: D6 V. Z- S# f7 m, I* H& y1 ?* a! t# ~. C 2 B, }  P& F( y' A, @ PUSHOVER ANALYSIS (N) ; \$ k4 U0 |' Z2 S/ Y• FEMA 273, ATC-40 ! g4 i8 q* W' `& ]8 B0 `* Q• Force-Deformation Relations for Steel & Concrete Hinges ; i& U( j2 K! f/ f• Modal, Uniform, or User Defined Lateral Load Patterns2 e4 O( ]. u4 o* E • Capacity Spectrum Conversions . v& T1 _% G- V8 C• Effective Damping Calculation, u4 u. {; \6 O& z3 n • Demand Spectrum Comparisons3 N8 f# k! C5 ? • Performance Point Calculation ! n4 M1 c2 S. j0 t* Q: s7 R# y; n• Summary Reports including Plastic Hinge Deformations; ]+ @: Z  }" w2 D/ o 7 C5 I8 f" K! U' E* [ ( X  G3 ~, C" [# d  ? ETABS DESIGN 8 ]4 L2 s  N6 k9 k  ]* }• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,, i6 x' t$ G0 Q2 x+ P9 y& G Italian and Euro Codes & G6 u7 U: k# i" z9 o! P( L• Concrete Frame Design for ACI, UBC, British, Canadian, New : [& g* Y$ Y3 x7 `4 U; kZealand, Indian, Mexican and Euro Codes & m$ O2 y! ^# _& f" M• Composite Beam Design for AISC-ASD & LRFD, British and Canadian 0 s' G8 `$ a  o' Q• Concrete Shear Wall Design for American, British & Canadian Codes 9 |; K# A: i5 f: q1 _4 V• Automated Steel Joist (K or KCS) Selection + X/ U7 ?5 @5 R7 o8 ?• Design for Static and Dynamic Loads ; q. ?: e5 t1 A  ?1 D: x5 ?• Floor Vibration Analysis with Murray Damping 1 X, |, P5 _3 S1 e/ g2 A• Automatic Calculation of Moment Magnification Factors2 |; X4 `) u# U) B • Automatic Calculation of K-Factors & P-Delta Effects; W* @* |' G$ W5 h • Steel Frame Design Offers Automatic Member Selection1 y2 S5 T$ p. m • Seismic Requirements for Special Moment-Resisting Frames0 h6 k7 D  k0 h) t( L • Automatic Tributary-Area Live Load Reduction% K# X' n, o4 Y! w • Graphical Section Designer for Complex and Built-Up Shapes 0 i# U4 [% C9 ~5 q7 @5 W+ U• Special Moment Beam Types for Steel Frames; q# P" S" a4 a. B$ F' ] • Virtual Work Based Optimization for Lateral Deflections: c7 z, J/ p" P% _2 P: N, L • Camber and Stud Requirements for Composite Beams7 {& O6 ^7 T  b  c$ G9 K • Grouping for Design Envelopes   J' P$ D+ P& P% N1 v; E( A• Designed for Biaxial-Moment/Axial-Load Interaction % k$ w+ E1 Q+ |* M1 i4 S7 }9 L• Seismic Check of Beam/Column Joints in Concrete Frames & @1 S% D. u# M; Q  x/ j• Automated Effects of Panel-Zone Deformations on Lateral Drift# f0 N( {. l$ V3 `& W • Doubler Plate and Continuity Plate Design: r2 u3 B, {* \3 p, f7 S3 b • Seismic Design for Concentric/Eccentrically Braced Steel Frames! R) V! U7 S7 ?. H • Display of Reinforcing for Columns, Beams and 3D Shear Walls   t7 ^$ A3 C& V2 f) e• Shored and Un-Shored Design for Composite Beams, V0 [! z/ a" `$ U, |  S4 P ; ?8 I: N( [2 `9 T% c+ d: [5 U- N" B/ k% b$ G 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 20105 p& F% o. q5 R 1) Download the Standalone installation for ETABS V9.7.3. * Q" K4 v# d" |% F& z, Y8 B" l& K2 A; N Or . A% G5 Y3 o& l2 H! j, BDownload the Network installation for ETABS V9.7.3.% o0 f# d! ~) I7 q3 _7 O( A   i5 d& @: e$ xOr2 A: h/ l% W  w6 x; S# A9 Y Download the full CD with ETABS V9.7.3; ?9 x! {. @/ }9 E1 X $ N4 G# }! d4 d/ S) O 2) Download the Standalone installation for CSiXRevit 2009 and 2010 $ I9 i2 ]( A5 L! l) q9 gComputers 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 x0 U7 o* m/ v5 d 8 }5 D* |" k# T' i1) Exporting from Revit Structure to create a new ETABS model 3 c' m- U6 N- R8 s2) Exporting from Revit Structure to update an existing ETABS model 0 B' p, z) X  e  }3) Importing from ETABS to create a new Revit Structure model ( W  K# X( t, {2 P4 Q# q( v4) Importing from ETABS to update an existing Revit Structure model. 4 C4 {) r/ W) g0 X$ ]; i9 _/ M, A# I) G The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012. 5 s$ k) }3 S3 y" x+ u6 E# v" ?! {. l Have fun!3 M7 E, m7 o2 C4 ^, |+ _6 K+ P, A 7 [# ?3 C% o/ ]- w + O% \# v, L& J

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