ETABS Version 9.7.3

ETABS Version 9.7.3) b7 {  _& I. n" z8 | 1 h3 j) R6 J: k" f# ?( g5 ^' U 9 }. A! B- O# i# L" [  ?& d2 Z 0 t# \+ b5 k% L8 I+ i   x- m5 p4 @# \& t1 _$ O1 U. k( q ETABS MODELING ' w, y; t5 A: M, _+ N• Object Based Graphical Interface& [8 n; |+ R. t • Model Templates for Most Steel & Concrete Building Systems 4 y3 ?. C& ]( {* g• Models Created Using Building Terminology ( g. L0 J6 Y! z$ `1 J- X• Beam/Column/Brace Frame Objects% c6 [/ k7 _& U3 F$ V' l • Wall/Slab/Deck Shell Objects with Internal Meshing% H+ R# r3 B# S# d9 M. s • Story Definitions using the Concept of Similar Stories 8 E  u( Z6 H0 ?9 N• Common Labeling of Objects between Similar Stories 3 E* g3 D# x+ k: i1 ?/ ~1 C• Complex 2D and 3D Shear Walls Interacting with Beams & Columns, V6 B! U& n" T1 ^) G% Q • Integrated Graphical Section Designer for Complex Frame Shapes 2 H) w5 C9 E; U: K/ q' L# k2 K) k• Editing with Move, Merge, Mirror and Replicate 0 T5 z$ P& e' i4 O; k) P• Accurate Dimensioning with Guidelines and Snapping ; T0 A: Q3 ]3 r. ]6 D- ~& ~• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions , z5 F, t7 T6 l9 U0 g3 n4 p• Powerful Extrusion Command for Generating Ramps+ @, ]/ _. h* ?; g5 Y; v • Auto Line Constraints for Mismatched Wall Meshes' `5 ~' i# O( s2 H" N6 y • Quick Draw Options for Object Creation+ x$ j" _& P. R7 V5 V6 O# H • Draw Command for Easily Adding Openings to Floors - X8 K  m$ y0 i- Y5 Y# t7 m• Support for Multiple Coordinate Systems - E* k. d! ~# f: e" {• Powerful Grouping and Selection Options6 B" a9 \( U5 o; B • Automatic Generation of Code Lateral Wind and Seismic Loads: ?1 g  @( X& p" p: Y • Automatic-Permutation of Wind Directions and Eccentricities0 ~& @, p$ I2 L& g9 T • Transfer of Loads from Decks/Slabs to Beams and Walls 1 N/ B- n# g5 q• Vertical Area Loads in Any Shape or Configuration ! ?0 u; G  o  _% w* w) s• *****ed Properties – Property Modification Factors! A& {7 O$ R2 E6 K0 Z  \% I • Gravity, Pressure and Thermal Loading, `% i* T: M4 m2 W! i • Wind Loading on Open Structures ( c7 B3 `9 d) j3 {- o0 m• Sequencing Allowing Adding or Removing Objects/Loads/Supports; ^7 S7 _% q& ]" U • Buildings with Base Isolation and Inter-Story Dampers5 X6 x  ~! ]" z  k; s% ]3 K. Z * ~# [! n% I4 L# b! [: w: T1 f) e, K3 V7 D  F" c4 p8 @) _ ETABS ANALYSIS' a* t& O$ Q) m7 L: J$ x • Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)/ l+ I6 }2 |( `% w8 E • Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)8 R& O6 w1 X2 v • P-Delta Analysis (N, P). D5 u5 }1 k/ k  D: _1 M2 O! j • Automated Center of Rigidity Calculations (N, P) 4 _9 K6 i' m; Z3 ^# D$ C- G/ [# t• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)( ~* b4 e: I8 k% d: e& n6 j# M • Frame Objects Drawn as Members – Automatically Meshed (N, P) ; k$ _/ W0 N8 G: r9 i• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)( O% W6 W0 J2 E, |0 _. p' H9 W • Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)  i% d3 r! f$ j; M1 | • Applied Force and Ground Displacement Loading (N, P): ~* q7 y. C' ^7 A/ @# [) T: q2 t • Seismic Acceleration or Displacement Time History Analysis (N, P) 5 x- m# s& z$ U+ b* O- z• Wind Load Forcing Functions (N, P)2 [' y( V. u% y1 ~- L • Explicit Panel-Zone Deformations (N, P) & z1 y7 e9 @1 x+ |$ E• Effects of Beam-Column Partial Fixity (N, P) / V7 d$ G/ Y% `  H* ?0 t• Construction Sequence Loading Analysis (N); h" M; u8 S7 [1 @, x6 [) o • Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)' A: [- p. e4 o% d' p  u • Nonlinear Static Pushover Analysis (N)3 r( [/ N7 Z  W. d% p: \ • Viscous Dampers (N)# W) t8 f1 Z+ m! j' B+ S. f  | • Base Isolators (N)1 j( D1 ^6 [+ `1 V  {) v, C • Gap Object for Structural Pounding (N) 3 v3 A* t1 L  E( e2 s, i! L, h• Nonlinear Time History Analysis with the Wilson FNA Method (N) . H( P/ u6 ~( P( d4 A/ Z! U; y• Large Displacement Analysis (N) , e* L8 }! \  [• Sequential Construction Analysis (N) - r7 g! S6 Q* A3 D' e7 K$ @. ^& ^0 D0 f- w # p& \- m' r8 y% n SEQUENTIAL CONSTRUCTION (N)5 L6 v8 W2 S9 F5 }# W • Model Effects of Construction or Demolition 7 ~' C: C" n" l* S• Specify Active Structure by Stories or Groups 9 V) T" p9 T: y6 C• Geometric Nonlinear P-Delta and Large Displacements# P/ e8 {% c8 o; p • Sequential Construction Load Cases for Design; A. D$ K! J0 g# k; u- @ • User Defined Loading / n! u# X* X( I( F' b% H ; _' l9 \$ V/ F3 n1 j: W4 }4 i0 d ; i  Z0 b) V/ VPUSHOVER ANALYSIS (N) . U8 o' ?8 e: S' F6 M1 X- h• FEMA 273, ATC-40 ) Z& }/ h3 D( U" N• Force-Deformation Relations for Steel & Concrete Hinges % _, H: t5 C' G/ Y, E+ r• Modal, Uniform, or User Defined Lateral Load Patterns 1 S" \$ S4 ?/ q% ]( j) ^# k• Capacity Spectrum Conversions 7 S/ b+ q" D* w' p$ B; `8 i: [• Effective Damping Calculation( I* m7 L# P! D! o- f* C7 o • Demand Spectrum Comparisons / K$ [+ a2 J' `( `" `. ~• Performance Point Calculation! R, p# ]0 ]0 y- V • Summary Reports including Plastic Hinge Deformations + G6 \5 Z; @$ }( V$ u  k  Z ' U3 L- u1 F( g7 R " H; M  y! d; t" ]' _ETABS DESIGN! C& ^" _, [2 I+ M. h • Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, ! E' F3 _7 s5 B5 |! jItalian and Euro Codes4 ~+ i; ]1 l" w6 {9 [ • Concrete Frame Design for ACI, UBC, British, Canadian, New ! T9 R  m3 B4 p* u1 EZealand, Indian, Mexican and Euro Codes ) l. w3 P$ W; ], F• Composite Beam Design for AISC-ASD & LRFD, British and Canadian/ ^8 p# c( o4 }: x6 _8 y • Concrete Shear Wall Design for American, British & Canadian Codes / Y" b2 Z- `) F5 J* W: [& }2 @( F• Automated Steel Joist (K or KCS) Selection 3 ]+ W' X4 |) i1 w# d2 T• Design for Static and Dynamic Loads# r. V) t2 x8 l: h. Q+ j • Floor Vibration Analysis with Murray Damping3 J& O1 N; R% Q- o6 D- ~+ O2 u! Y • Automatic Calculation of Moment Magnification Factors  _2 ]) `4 @* i0 K! x • Automatic Calculation of K-Factors & P-Delta Effects / U! e% C5 D+ V! S& w3 F  n• Steel Frame Design Offers Automatic Member Selection 9 T, }8 z% a8 Q* l3 y$ E: ?6 G• Seismic Requirements for Special Moment-Resisting Frames 9 L6 v2 h, ~2 ?% o. E• Automatic Tributary-Area Live Load Reduction 1 S. h1 z7 ]: ^/ D! D; L• Graphical Section Designer for Complex and Built-Up Shapes& D6 y* O6 |6 h# V8 c" N! A( ^ • Special Moment Beam Types for Steel Frames ' N$ {7 q8 H8 k3 ?) \0 z$ y• Virtual Work Based Optimization for Lateral Deflections1 Y( S, u3 I3 X • Camber and Stud Requirements for Composite Beams ; J$ ^8 `3 K5 X$ t0 Z8 Q$ w• Grouping for Design Envelopes/ s" Y8 k. b& [2 u$ ] • Designed for Biaxial-Moment/Axial-Load Interaction   Q% ~& x9 {3 ~( x" W9 K9 u• Seismic Check of Beam/Column Joints in Concrete Frames; l2 j9 t5 C5 B: k: j  b/ Z6 G • Automated Effects of Panel-Zone Deformations on Lateral Drift# i% X  _7 c( Q • Doubler Plate and Continuity Plate Design 3 h* w. ^6 b. p" Y2 L+ E5 f• Seismic Design for Concentric/Eccentrically Braced Steel Frames ' @+ ^) O& q5 Z. n$ I$ r$ z( C• Display of Reinforcing for Columns, Beams and 3D Shear Walls7 G6 H7 n. M& [7 k8 r. q • Shored and Un-Shored Design for Composite Beams # K; h7 M( z- u ' {8 j. W* f. a% z2 g4 H * f1 j  {6 o) 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 20108 ^# ]+ y3 l2 c3 R; `. r; O 1) Download the Standalone installation for ETABS V9.7.3.6 i$ P2 }& @8 f$ {/ u! U" t, l9 I ( X  f$ [! @: c4 _9 G+ oOr 1 e$ \* u1 V4 I; U! FDownload the Network installation for ETABS V9.7.3.2 r/ y+ _( \9 C % i# `' a( g/ A1 ^% h2 lOr / h$ {( h5 U' l4 A9 r& lDownload the full CD with ETABS V9.7.3( |9 H7 k; y, j# p# h 2 r6 l4 j/ d. \- `2) Download the Standalone installation for CSiXRevit 2009 and 2010. B( e0 x" ~. C/ k, L0 Z/ Z5 C 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: + y4 R% }- x# W9 M; i+ A9 T6 K8 C6 z 1) Exporting from Revit Structure to create a new ETABS model # e0 ~. d& P# {3 @9 i2) Exporting from Revit Structure to update an existing ETABS model 6 t( ^' o2 C$ H9 Z0 t( Q" p- [3) Importing from ETABS to create a new Revit Structure model + }0 c/ P0 E5 o3 c5 S+ k9 ]4) Importing from ETABS to update an existing Revit Structure model.9 n0 @# F* D9 s% K9 E + c; [3 p) R& j. h3 GThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.( B( [! O: ^8 I( ?$ ]: ]8 | * H* @! Y1 D& B1 C8 v& XHave fun! / E+ T/ p* x8 j8 P3 ]' {1 Y$ C7 r/ ?1 h  z2 E3 M . Q( X7 }% \/ f" T

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