ETABS Version 9.7.3

ETABS Version 9.7.3) F" `- S' U0 y0 P ' `" P) x+ D$ J2 u1 x $ F! w9 N+ Y7 r& G0 B" s9 t 7 r  S; `3 v# B7 q- W3 m) Z& r% o& W & J# n1 n3 m0 `& K% i8 X 4 R0 g# Q( O# R7 a  eETABS MODELING ! M* @9 x4 ^, \( x3 \• Object Based Graphical Interface 0 i' M; L" S( ?: X' w7 `• Model Templates for Most Steel & Concrete Building Systems% K5 L* s2 S: ~* I, c5 R9 T • Models Created Using Building Terminology 9 e) Z5 a0 L4 w, B* Q6 \2 ~• Beam/Column/Brace Frame Objects9 {0 \: [: {: S8 C+ M • Wall/Slab/Deck Shell Objects with Internal Meshing$ ^7 q! f+ q: s! F- O8 } • Story Definitions using the Concept of Similar Stories 3 P' i4 a. T- I  Q6 A& x8 k• Common Labeling of Objects between Similar Stories ! s, S2 Q+ B# z+ R" Z, z( L7 H• Complex 2D and 3D Shear Walls Interacting with Beams & Columns . B! z; ]: a. X2 ^$ Y0 C• Integrated Graphical Section Designer for Complex Frame Shapes 8 }/ s+ `, c/ z5 _, ?. o• Editing with Move, Merge, Mirror and Replicate# S2 k6 S# `, J7 X • Accurate Dimensioning with Guidelines and Snapping- u. V3 ^6 t# e( k" c$ m • Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions0 B3 L" x7 f* ?  F4 t' { • Powerful Extrusion Command for Generating Ramps 0 t" k: U( g2 B4 x3 p% y• Auto Line Constraints for Mismatched Wall Meshes 7 Z/ X$ q* w2 R1 ^• Quick Draw Options for Object Creation+ \" T: S# h; K8 J7 I0 G • Draw Command for Easily Adding Openings to Floors- {* H3 ?! G2 o* u. o: j" }1 Q • Support for Multiple Coordinate Systems4 d! l* J6 G! O0 m' \( Z • Powerful Grouping and Selection Options ( I8 ]1 F: t) `! A4 j• Automatic Generation of Code Lateral Wind and Seismic Loads ) e  G4 u; k2 ^• Automatic-Permutation of Wind Directions and Eccentricities0 n5 g  W& E+ {3 d$ r9 L • Transfer of Loads from Decks/Slabs to Beams and Walls ( O6 G; }! x2 T) B8 A" C• Vertical Area Loads in Any Shape or Configuration ! Q6 V: q7 c9 }" l7 o- F• *****ed Properties – Property Modification Factors. o4 [- l  x; C; _4 C • Gravity, Pressure and Thermal Loading ; Y3 K) D4 O) r• Wind Loading on Open Structures8 D" M5 P( C* Q. U. G/ d/ S • Sequencing Allowing Adding or Removing Objects/Loads/Supports2 Q* \2 F$ j; J$ k2 N0 D, I! T3 J • Buildings with Base Isolation and Inter-Story Dampers 6 c0 H: x- s8 Q, F, B: ?7 e' T' }; W$ T* p* Q4 j # U% n! \5 g  ~ ETABS ANALYSIS % U: i" [( z  c, w$ n• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)) u7 b$ ^: i1 s6 t4 }' Y • Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)/ B. C: Z) R6 o2 x' K • P-Delta Analysis (N, P): H/ I6 [0 s, D4 @9 ] • Automated Center of Rigidity Calculations (N, P) ' d! Y' q1 m" i% H• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P); a9 x" I' S" Q: P& e$ r • Frame Objects Drawn as Members – Automatically Meshed (N, P)! J+ T; s! Z6 ] • Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P) " ?5 [, H, T7 f6 ~* `7 n• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)6 `0 q' l4 T* f • Applied Force and Ground Displacement Loading (N, P)/ G: u$ I) {/ o  t • Seismic Acceleration or Displacement Time History Analysis (N, P); O* N% w" n( E! q • Wind Load Forcing Functions (N, P)7 |' [" X9 u2 b) E • Explicit Panel-Zone Deformations (N, P) 6 Y  y5 V, e3 g• Effects of Beam-Column Partial Fixity (N, P) 7 w7 a- V6 {3 M6 T3 p: i7 u$ E8 V• Construction Sequence Loading Analysis (N) 0 X, H, P9 o$ L• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)- m! T; A4 V0 T4 R/ ?2 Q6 L9 X' X • Nonlinear Static Pushover Analysis (N)3 m2 E- u7 \- P( m9 ]9 o4 c9 i • Viscous Dampers (N)0 d' J8 i6 V1 ]  u& g • Base Isolators (N) 0 D- V; `5 {2 r• Gap Object for Structural Pounding (N). m7 U2 R6 @6 {8 j • Nonlinear Time History Analysis with the Wilson FNA Method (N): C# t4 T* o" `1 [" a) q • Large Displacement Analysis (N)& c, J; `) ?$ G" \- H; a • Sequential Construction Analysis (N)7 S) i) ^  D3 B3 ^" j * w1 G, Q) M( B: ^3 t0 H. R ; d. h  @& B/ V+ k0 f, s SEQUENTIAL CONSTRUCTION (N); D1 b! t- f$ c; {& d( k • Model Effects of Construction or Demolition # i0 N( Y1 k+ x( \• Specify Active Structure by Stories or Groups . ^  {5 l; g- Y; U• Geometric Nonlinear P-Delta and Large Displacements , t4 H4 E, V. A; ^9 K• Sequential Construction Load Cases for Design9 o2 a9 f0 x. _; z2 e2 G4 V • User Defined Loading6 ]: q: d" J" \% o4 X7 T2 F  C; D8 y' F $ Z6 H2 @6 V. L4 \ " L# w& Q# c1 z% R( b  MPUSHOVER ANALYSIS (N) - B, g4 P* O+ P7 B8 M4 h• FEMA 273, ATC-401 q/ N: Y3 E& n( s1 F • Force-Deformation Relations for Steel & Concrete Hinges7 L5 f  C" H1 O5 J0 q • Modal, Uniform, or User Defined Lateral Load Patterns. b& ?6 y% \, P5 s6 k+ R • Capacity Spectrum Conversions8 }0 _! V0 p' e" H • Effective Damping Calculation $ Q4 ]4 l3 @0 a, {, L. A% \• Demand Spectrum Comparisons 4 u/ T7 i% @  ?; {" \$ M• Performance Point Calculation6 r( R+ w. o9 s1 e • Summary Reports including Plastic Hinge Deformations , h) C5 I- E: K$ r% o: _ ' c- j+ W- U/ K5 T5 M7 R/ q4 J' _& Y* D9 a8 ] ETABS DESIGN3 g6 V/ x+ T3 U% W2 n  y • Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, - R* h" [& q2 e- u% g  b; xItalian and Euro Codes! L- V& L9 Z4 A/ \/ T0 a • Concrete Frame Design for ACI, UBC, British, Canadian, New& v1 c) {4 l' `9 }3 k3 `0 w Zealand, Indian, Mexican and Euro Codes8 k" N3 _2 O3 y2 g1 o • Composite Beam Design for AISC-ASD & LRFD, British and Canadian ( k: l+ ~: q! ?5 N• Concrete Shear Wall Design for American, British & Canadian Codes, _+ [2 w. u8 f& ^- W • Automated Steel Joist (K or KCS) Selection+ J. P  S9 X. J3 L3 s • Design for Static and Dynamic Loads ( o1 Y3 n2 |, w3 B$ g# Q5 y+ z• Floor Vibration Analysis with Murray Damping  G0 s3 u$ H  j# F7 F! w: j% M • Automatic Calculation of Moment Magnification Factors 6 W' l. P1 x) Q6 g' O' R2 V• Automatic Calculation of K-Factors & P-Delta Effects5 M& _" o+ R1 E# F7 w+ R" N- F9 n • Steel Frame Design Offers Automatic Member Selection & K# {( x) R' t4 \' z• Seismic Requirements for Special Moment-Resisting Frames % ^) u2 K& O% ~' H• Automatic Tributary-Area Live Load Reduction+ }' b% B0 `6 S' j- J1 \# _ • Graphical Section Designer for Complex and Built-Up Shapes6 Y6 j' ?3 _; S. b4 i • Special Moment Beam Types for Steel Frames ' }* Y8 m2 _8 F& X* ~• Virtual Work Based Optimization for Lateral Deflections 2 M+ A: G& r* v& q• Camber and Stud Requirements for Composite Beams ; b0 C" D3 d: [1 k$ J• Grouping for Design Envelopes ( n8 D& D; y1 Q• Designed for Biaxial-Moment/Axial-Load Interaction, W. ]: `: u4 o+ w • Seismic Check of Beam/Column Joints in Concrete Frames# N5 d1 W9 f" c$ _- s  J" [ • Automated Effects of Panel-Zone Deformations on Lateral Drift # X( r6 a! f! f" r7 N0 {• Doubler Plate and Continuity Plate Design ' S6 g$ M  k# O/ V• Seismic Design for Concentric/Eccentrically Braced Steel Frames9 F1 z: Q( ~* p3 t • Display of Reinforcing for Columns, Beams and 3D Shear Walls 8 ^4 b2 X. X" o1 w% l• Shored and Un-Shored Design for Composite Beams3 i: R0 k2 N+ z 2 V0 z7 D  G9 Y0 n 2 [# d! b/ \9 y9 Z2 KDownload: 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& c$ J$ X5 `. ?" Y- h( ~ 1) Download the Standalone installation for ETABS V9.7.3.0 [  E: w  @; {) R7 F$ @$ V/ ] ( j8 V/ h1 ?8 L Or 1 B( A$ P* O0 `7 y& ^Download the Network installation for ETABS V9.7.3." o/ q) [* K& l- I( O5 d4 s - _# s2 ]4 }2 ]( c0 M& i Or 1 L' L' L  s& Y1 W# _% [Download the full CD with ETABS V9.7.3 . T/ _/ E. U, v1 N$ }9 d; K9 Z2 ^/ {9 b 2) Download the Standalone installation for CSiXRevit 2009 and 2010   l, n8 v" t3 ~/ ^% NComputers 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: " I1 u5 \" |7 F/ p, ~2 i0 {$ z. |$ b+ e# R1 o2 A7 b  J 1) Exporting from Revit Structure to create a new ETABS model " c* Y3 j" y9 \, A' A2) Exporting from Revit Structure to update an existing ETABS model' }' ~+ l) t( a4 I& v, k4 D 3) Importing from ETABS to create a new Revit Structure model( ], |7 n4 R8 |, J! j3 o' F/ X5 E 4) Importing from ETABS to update an existing Revit Structure model. / E7 ?$ n! B, j0 f* Z* S# ^# V9 m6 \: m2 G/ I The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.' }" w5 J3 [& S/ p6 f 9 O: J7 U9 l# H) t1 a Have fun! . x; O. ^, i- u7 {- W* N : s5 N8 [7 g5 @. g/ {5 x& y1 i+ d6 B5 u' n$ ^# U0 h2 L

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