ETABS Version 9.7.3

ETABS Version 9.7.3 , e, a' o3 z; W  W& _9 t" p2 S 5 b, L3 s& W" \" G 0 D/ Q/ H! q' V, f' j, I% d  x9 t 7 g  c# ?. n7 ]1 Q * E9 ^$ P% |: s 2 L" t, s9 L& Z+ i ETABS MODELING 1 u8 C4 T- j7 `* T( z• Object Based Graphical Interface 4 R3 o8 V; I( Z( g• Model Templates for Most Steel & Concrete Building Systems# _2 l) F8 L+ _  S9 e • Models Created Using Building Terminology3 B9 f7 g( \5 ^1 |5 G, I  C: r/ r • Beam/Column/Brace Frame Objects! I+ ~6 n; j* x+ m; ^ • Wall/Slab/Deck Shell Objects with Internal Meshing " P; I, i: U5 ~6 D, Q• Story Definitions using the Concept of Similar Stories3 d  N. u. T% O" q/ k" h! X • Common Labeling of Objects between Similar Stories 5 ]( |; w& H, \6 p3 \7 g4 H• Complex 2D and 3D Shear Walls Interacting with Beams & Columns; y9 l+ z- \; Z& X3 A- r • Integrated Graphical Section Designer for Complex Frame Shapes; R/ s% l, U& e1 L5 i0 ` • Editing with Move, Merge, Mirror and Replicate 4 ?5 u% M: I' P. X. ]• Accurate Dimensioning with Guidelines and Snapping 4 b& {/ ~+ d$ j" H• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions 5 {: U' ?, Q) `- G• Powerful Extrusion Command for Generating Ramps ; B2 x* Z9 j: {* ~  D/ U• Auto Line Constraints for Mismatched Wall Meshes! @: \4 c* E, @ • Quick Draw Options for Object Creation7 t+ U% j+ x  K! ~' x • Draw Command for Easily Adding Openings to Floors/ g, J- Z! B+ H • Support for Multiple Coordinate Systems( P! d) d9 c0 G* O • Powerful Grouping and Selection Options+ X, G2 X  M, B) R2 ^7 q5 Q' `, T • Automatic Generation of Code Lateral Wind and Seismic Loads 2 g1 E: s, o5 c3 P• Automatic-Permutation of Wind Directions and Eccentricities 8 u! N8 ^- k" u. J4 E, }• Transfer of Loads from Decks/Slabs to Beams and Walls 1 d. O) Y. F. U4 f. f* @( b. [: f• Vertical Area Loads in Any Shape or Configuration8 @, R' K. X  _8 G • *****ed Properties – Property Modification Factors ( V& ~. X0 k% {8 s  j$ F• Gravity, Pressure and Thermal Loading ! c$ {) h+ H+ U- I! b' J• Wind Loading on Open Structures/ @: x; |3 _2 f( R# Y • Sequencing Allowing Adding or Removing Objects/Loads/Supports) a; ]3 d! b9 d$ Z3 f9 z • Buildings with Base Isolation and Inter-Story Dampers  @/ s. s! u. |2 e- ~ ) n# h9 I; U$ v! h8 m7 Z 7 W0 f# V4 ]6 ?: M) O9 T ETABS ANALYSIS- [/ p( S6 j0 u • Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)& I' v- d: r  S( o% y. X& W • Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)2 F2 e, f& q: J" w2 b9 i • P-Delta Analysis (N, P)# o: ?8 _& `  `) P# i; v) R% w; p • Automated Center of Rigidity Calculations (N, P) : d4 C* i6 Q7 ~% O• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)% l. g# _: ]4 ?% T4 j • Frame Objects Drawn as Members – Automatically Meshed (N, P) 9 \) E- [% e0 w& W7 i7 W! W• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P) : t; a8 I. ~' U8 C• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)! d! W; w3 _: ~/ o) s6 `9 ` • Applied Force and Ground Displacement Loading (N, P)! N% @% F/ @0 g3 R/ K  M • Seismic Acceleration or Displacement Time History Analysis (N, P) + F( O0 E* Q6 r3 j  R, f6 _• Wind Load Forcing Functions (N, P) ( {- }- J' ~: C! [" J4 d6 b• Explicit Panel-Zone Deformations (N, P)   f5 q" W8 ^1 D! D1 D+ ]• Effects of Beam-Column Partial Fixity (N, P)4 c4 _7 }. j6 q, m, K7 w • Construction Sequence Loading Analysis (N) * U9 Z* Q+ H  ?$ V, u2 G• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)# ~0 R3 r! v6 x* d0 T/ \ • Nonlinear Static Pushover Analysis (N) ! p9 f' Q7 q. M• Viscous Dampers (N) % w5 a5 C- W: x( d5 S& o; R9 `• Base Isolators (N): t' x( T: L+ ^- Q8 F/ x • Gap Object for Structural Pounding (N) 4 f' T% j1 z+ b' r• Nonlinear Time History Analysis with the Wilson FNA Method (N) / A  w  p/ e' m- a4 {; q  U• Large Displacement Analysis (N)6 A2 h& J) S; ~ • Sequential Construction Analysis (N)" s* o5 w( D2 K9 r: c+ q- P& g ) C) Z8 `3 c' V; }: G * o4 v4 A& K, E% S) G) { SEQUENTIAL CONSTRUCTION (N)# g6 X+ {: r/ {# q1 M# H • Model Effects of Construction or Demolition. t$ {) T- p: i+ d  s • Specify Active Structure by Stories or Groups ! q, c& S+ g# W# H! G( x$ y* \• Geometric Nonlinear P-Delta and Large Displacements8 N  A: {" [$ Z; h) W5 ` • Sequential Construction Load Cases for Design4 a# g0 f2 Z1 D • User Defined Loading 1 T# u4 C' C7 V8 G1 \+ r' {5 z, {! y1 J" I% F6 ?; l : t4 u1 v) _5 Y7 c/ `1 F9 ?$ r5 ^* F PUSHOVER ANALYSIS (N) / U0 K* U# l) H; X• FEMA 273, ATC-40 " i& x* U% A2 O) l4 f; C• Force-Deformation Relations for Steel & Concrete Hinges   z. g; |2 O2 M• Modal, Uniform, or User Defined Lateral Load Patterns : o  S6 z8 [) ~( L/ J5 t9 x• Capacity Spectrum Conversions 6 p( J" b- z. i" A7 Q• Effective Damping Calculation8 R& c8 K! M# W% p7 z* q' c# E. \ • Demand Spectrum Comparisons- z% u8 C7 D( h • Performance Point Calculation # Q  l0 U1 E. O2 h) V/ A• Summary Reports including Plastic Hinge Deformations + M( l4 G% ~7 w1 Z, R) q" g6 }1 K- B) V- }# i( p 5 y% J; v0 p, }( j4 e+ ^% x6 `8 w ETABS DESIGN 9 c& I- n9 }4 v9 x3 g• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, ) f/ I4 z& w' m7 T) r) Q$ \1 l& O# A0 t5 ?Italian and Euro Codes! D* ]& \# \5 v2 T% ]. R+ @ • Concrete Frame Design for ACI, UBC, British, Canadian, New 2 k2 L# X8 [) c5 K( n+ t' P' |0 rZealand, Indian, Mexican and Euro Codes $ J2 l& K6 H" g/ q* r• Composite Beam Design for AISC-ASD & LRFD, British and Canadian0 }$ ^7 R; L, Q; K • Concrete Shear Wall Design for American, British & Canadian Codes3 ]0 N- V( ]4 B1 B: M • Automated Steel Joist (K or KCS) Selection $ v- l: v- M. e7 X8 D• Design for Static and Dynamic Loads3 V3 ^9 E; t- L. \# R  t, c! J • Floor Vibration Analysis with Murray Damping " ]# @; J8 P& a5 u• Automatic Calculation of Moment Magnification Factors- u( I+ H3 s9 n; O • Automatic Calculation of K-Factors & P-Delta Effects% z  h* K" O; z- G1 p • Steel Frame Design Offers Automatic Member Selection6 r3 J$ d" w. M  v& W • Seismic Requirements for Special Moment-Resisting Frames4 Q* \+ `* ?, U! q& e3 u0 j+ @6 ~ • Automatic Tributary-Area Live Load Reduction3 H% f7 J4 O1 C: c • Graphical Section Designer for Complex and Built-Up Shapes 6 L9 A3 Z: X) {* L; y. m• Special Moment Beam Types for Steel Frames8 X# U& x8 I3 O$ S8 U! O) J • Virtual Work Based Optimization for Lateral Deflections) g3 [" n2 r' K# a2 D8 Y • Camber and Stud Requirements for Composite Beams ' K) w8 H' Z+ e• Grouping for Design Envelopes 0 O6 M) a& B2 ^; y& ]• Designed for Biaxial-Moment/Axial-Load Interaction . T+ k/ G1 B8 o1 a- ?! G3 J4 a• Seismic Check of Beam/Column Joints in Concrete Frames % C" ?* R$ V' {8 x3 Q: `• Automated Effects of Panel-Zone Deformations on Lateral Drift; y  P; ~. v1 c+ M# x+ h" d • Doubler Plate and Continuity Plate Design2 W: k8 u. i; h( d* @ • Seismic Design for Concentric/Eccentrically Braced Steel Frames7 O8 A% u4 _% X, r1 ? • Display of Reinforcing for Columns, Beams and 3D Shear Walls # y6 J% j! b" E. N• Shored and Un-Shored Design for Composite Beams2 `8 |6 A9 S' S8 W1 t' F/ o 9 w$ }4 c' R8 G" \1 Z & c- t3 e% [' X7 J: |2 R+ o- C# S6 r+ o7 F 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 2010 ) f; j) t- Z. i% x& Z; y1) Download the Standalone installation for ETABS V9.7.3. 8 \5 _. `) `4 U3 [ ) }: A& f0 ?. X8 z* M/ F: I4 WOr% _) x, F0 h4 e0 S Download the Network installation for ETABS V9.7.3.. h: @: ?' W' Q- } , `1 z+ @9 X: Y3 J Or1 {+ s# X: [  y. U4 D/ ~5 j( q Download the full CD with ETABS V9.7.3 ) [  l, G8 Y1 o; R7 q8 I" E3 ^2 h2 q: A1 ]6 A; t) C. \& X 2) Download the Standalone installation for CSiXRevit 2009 and 2010* J8 c8 \6 i. f/ q. J$ 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: ! d; P5 M' S* i4 r- r$ c5 x; E4 s! m% W9 \. f4 ~$ ~5 |/ x 1) Exporting from Revit Structure to create a new ETABS model " N  N) F. g4 ]8 P) w. m, X$ I2) Exporting from Revit Structure to update an existing ETABS model% p, d5 W* G* L8 k5 r- N 3) Importing from ETABS to create a new Revit Structure model * f3 V2 T6 B0 G- {4) Importing from ETABS to update an existing Revit Structure model. & t7 H/ @, d9 R! t" H# D 8 C/ W% }+ K# z$ ?1 j& `# h( ?The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.- z, k) l2 O8 j / r* m/ ?% }! {5 n, f( [Have fun!, n+ G# r2 D+ H4 M " o8 i3 w  j& |& ~8 ?. @4 f4 x  r$ q9 A* A5 Z; t6 Q/ v, D2 j3 w

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