ETABS Version 9.7.3
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7 q/ J. X; v8 H: t$ V/ K8 Q$ \ETABS MODELING
4 v& s! E' T7 @. Q5 e' @• Object Based Graphical Interface% @$ h: v' @& a' B- X$ z6 E
• Model Templates for Most Steel & Concrete Building Systems
) {+ V& ^* T! ?& Z4 U* B• Models Created Using Building Terminology
) \" u" N! F* d" b• Beam/Column/Brace Frame Objects3 Q- c H3 u& c9 Y# n
• Wall/Slab/Deck Shell Objects with Internal Meshing: _' i6 S3 I) o$ }0 `3 n+ g: @, Q7 T
• Story Definitions using the Concept of Similar Stories* E' K, Z' S3 b; d: x, ~3 v: q Y) D
• Common Labeling of Objects between Similar Stories5 g" ], e g9 ?$ \: E- \
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
6 X T8 c% q5 M- v4 } j• Integrated Graphical Section Designer for Complex Frame Shapes! D+ X- D" U! u f# @* h
• Editing with Move, Merge, Mirror and Replicate$ s' I2 C1 B) }- d
• Accurate Dimensioning with Guidelines and Snapping
0 j/ P* k$ e/ N" |• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
7 W& I" q9 l- T5 D• Powerful Extrusion Command for Generating Ramps' ~" S; [8 O/ E9 g0 U
• Auto Line Constraints for Mismatched Wall Meshes
* s I# ]6 m6 @ Y7 [% d• Quick Draw Options for Object Creation' H; p8 g' q/ Q) H* j7 ?
• Draw Command for Easily Adding Openings to Floors
- n7 `6 H. @* l& d, E- t• Support for Multiple Coordinate Systems" ?. }, \6 c X" k: P B
• Powerful Grouping and Selection Options
( M5 i' t8 e* i: _- r• Automatic Generation of Code Lateral Wind and Seismic Loads
6 Y. U3 E2 ~ O i( S5 u+ q• Automatic-Permutation of Wind Directions and Eccentricities
6 G; n6 R2 K5 S5 G4 B9 O• Transfer of Loads from Decks/Slabs to Beams and Walls
) c" O) Q3 K$ [7 Y, Z• Vertical Area Loads in Any Shape or Configuration
E4 x/ U1 h$ q) {$ |3 h• *****ed Properties – Property Modification Factors
( z5 G/ L5 P2 W& i5 P$ Q' z• Gravity, Pressure and Thermal Loading
4 Q& ?" y2 O( m; Q• Wind Loading on Open Structures0 V) ~* e+ U* s3 v0 b
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
. J5 H2 c+ o: W" s: r: F+ ~5 q+ R• Buildings with Base Isolation and Inter-Story Dampers
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& ~2 N% {- s i7 h( S( w4 JETABS ANALYSIS
2 t& c7 _6 T; h, i• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
7 O' ], p3 E' N G$ x% Y1 `; U• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
; b; g; V9 T0 z8 Y- K• P-Delta Analysis (N, P)
0 e( ]' n' e2 W6 {% R) t• Automated Center of Rigidity Calculations (N, P)6 D U) h, w2 j5 K) `
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
) N U1 E5 y3 Z. T7 v; y6 H• Frame Objects Drawn as Members – Automatically Meshed (N, P)' G: e; u l9 c3 U
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)) @8 ]- S7 E% G& S* I. W' o
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)* L! S" u* [/ n1 f( O
• Applied Force and Ground Displacement Loading (N, P)
6 g7 s8 a! s: D8 o• Seismic Acceleration or Displacement Time History Analysis (N, P)
/ o/ ^$ y N) d6 a% r• Wind Load Forcing Functions (N, P)5 A$ b, Y+ @3 J3 d
• Explicit Panel-Zone Deformations (N, P)1 F$ _/ I/ V8 s) V5 U& [
• Effects of Beam-Column Partial Fixity (N, P)5 y: h3 q4 n! {! J6 e# U2 H5 w7 K
• Construction Sequence Loading Analysis (N)
* t" `7 b- d5 i6 ?: x& c• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
7 T6 _1 A/ I: q: x) o. P/ a• Nonlinear Static Pushover Analysis (N)
3 E) f4 V: [5 i8 b9 e• Viscous Dampers (N)0 C$ D3 O5 E% N$ D2 T2 v! M
• Base Isolators (N)8 H5 _6 E2 {" M# c4 |/ q
• Gap Object for Structural Pounding (N)
5 t; W2 ?& w9 z1 j• Nonlinear Time History Analysis with the Wilson FNA Method (N)
9 h6 y) h/ O$ w" e• Large Displacement Analysis (N)1 J$ D1 h8 b3 _
• Sequential Construction Analysis (N)
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8 n/ C+ j3 G) lSEQUENTIAL CONSTRUCTION (N): d _0 h' S. {5 c/ n/ q
• Model Effects of Construction or Demolition* X# J; r' O$ v( p
• Specify Active Structure by Stories or Groups! Y# U. [1 U* I3 I" W, H- r0 o
• Geometric Nonlinear P-Delta and Large Displacements& n4 a4 d' m% R6 e' d' b4 P5 }; w
• Sequential Construction Load Cases for Design: \! t% t; p& p0 r
• User Defined Loading8 L1 h) [6 s7 Y( A" l) J% |
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( S! a0 Z* Z! b; Q6 cPUSHOVER ANALYSIS (N)
2 I! h% l0 t( C6 R% v* n* T• FEMA 273, ATC-40 w' ^8 P6 L' O( k3 u+ H7 z! z/ l' v
• Force-Deformation Relations for Steel & Concrete Hinges$ ?- s, X) u" ? n7 x/ A' C2 v1 r
• Modal, Uniform, or User Defined Lateral Load Patterns: _1 r' U2 w+ o
• Capacity Spectrum Conversions
$ A1 z- e- y! U6 D• Effective Damping Calculation
' s- E5 C( h$ U5 Z8 `• Demand Spectrum Comparisons
9 K9 W$ w1 n. [& Z' ]4 T9 e• Performance Point Calculation$ A9 O3 G2 [& j, u2 |2 C
• Summary Reports including Plastic Hinge Deformations
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0 l; r4 ]* y5 I% [( I# s6 a" ?. rETABS DESIGN9 X. C" ?& T8 x
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
8 i0 ~" ^ b2 G3 |& R* o: A6 ]Italian and Euro Codes
( q4 { e; Z& t$ x• Concrete Frame Design for ACI, UBC, British, Canadian, New I( f7 t: L# |
Zealand, Indian, Mexican and Euro Codes$ y2 n4 A" y( | y+ Q, r9 g
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
( o& e8 D' l0 S g) l( n• Concrete Shear Wall Design for American, British & Canadian Codes' ?6 T! I9 s4 h
• Automated Steel Joist (K or KCS) Selection
! ~& \: a, q% r! j, l; B• Design for Static and Dynamic Loads
! t- [/ y$ X' j5 [" [3 r @• Floor Vibration Analysis with Murray Damping8 X" e, p" S( ]* g$ e
• Automatic Calculation of Moment Magnification Factors
0 D- N! B: ^* `" C• Automatic Calculation of K-Factors & P-Delta Effects* V( m1 d- r) n+ ]; a' g" F5 X
• Steel Frame Design Offers Automatic Member Selection
6 m# k% N2 e& V# h4 j- U+ H$ N• Seismic Requirements for Special Moment-Resisting Frames% O3 @$ ]1 W7 P* S4 X
• Automatic Tributary-Area Live Load Reduction \6 Q/ O q+ `) S3 T S5 t
• Graphical Section Designer for Complex and Built-Up Shapes
0 q( z, |' I* f1 {% W8 O• Special Moment Beam Types for Steel Frames' I$ R: d8 b: H$ K4 x
• Virtual Work Based Optimization for Lateral Deflections8 b A# n* ?5 Z4 O1 y
• Camber and Stud Requirements for Composite Beams
, j% S8 c# H. I4 }• Grouping for Design Envelopes
( d# Y! P% E- c9 e, M# V" _• Designed for Biaxial-Moment/Axial-Load Interaction
a' \ I0 i# f* q• Seismic Check of Beam/Column Joints in Concrete Frames
! |) I H- D e) b4 ~• Automated Effects of Panel-Zone Deformations on Lateral Drift
* r/ ]* Y% O+ k2 q% R& i" l! u• Doubler Plate and Continuity Plate Design# O8 p8 `. N, ^+ X% e
• Seismic Design for Concentric/Eccentrically Braced Steel Frames, @" p$ u/ r/ H9 A% Z9 e, ]
• Display of Reinforcing for Columns, Beams and 3D Shear Walls; t4 {9 D3 Q, t N
• Shored and Un-Shored Design for Composite Beams
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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" ?, f3 Y4 |% U
1) Download the Standalone installation for ETABS V9.7.3.
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, k2 X0 }, l6 oDownload the Network installation for ETABS V9.7.3." f# z l( L( B; Q2 K7 D* C
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Download the full CD with ETABS V9.7.3$ T0 I5 W2 w2 c }, f* E) y
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2) Download the Standalone installation for CSiXRevit 2009 and 2010
$ r8 Y7 B6 B' xComputers 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:
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3 ?9 Y; c) a2 t( `7 k6 `6 i1) Exporting from Revit Structure to create a new ETABS model
9 A: S x6 `( w/ e0 w$ |( ?2) Exporting from Revit Structure to update an existing ETABS model8 N) J% [: G P1 I9 }! g
3) Importing from ETABS to create a new Revit Structure model
# q2 y, ]- E; C1 Z0 L0 G) M4) Importing from ETABS to update an existing Revit Structure model.0 h0 g0 X V% }5 \) I
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The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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Have fun!' Q5 O! a4 q& |
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