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Tiêu đề: ETABS Version 9.7.3 [In trang] Tác giả: AirBlade Thời gian: 25/8/2011 03:15 Tiêu đề: ETABS Version 9.7.3
ETABS Version 9.7.33 O C& F3 w, ~; S
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ETABS MODELING7 _6 V( G1 V8 `
• Object Based Graphical Interface: U0 O& q# ~; Z, }
• Model Templates for Most Steel & Concrete Building Systems |. U/ o7 {- x& _• Models Created Using Building Terminology * a# B/ p+ w5 Y) I' c# q• Beam/Column/Brace Frame Objects- I. i+ r: J( H5 {& R5 V
• Wall/Slab/Deck Shell Objects with Internal Meshing ; `3 s* a4 z9 z9 `: E/ x4 u9 J• Story Definitions using the Concept of Similar Stories & n3 J/ L2 i# z- J' ?& t7 I• Common Labeling of Objects between Similar Stories 2 ?4 [3 m9 J, a: \' Q5 I& r* h• Complex 2D and 3D Shear Walls Interacting with Beams & Columns* O$ l* s+ F- L$ h; p. A8 W
• Integrated Graphical Section Designer for Complex Frame Shapes # {$ O3 Q6 r+ |. @# U• Editing with Move, Merge, Mirror and Replicate) o% j# K9 D6 c1 K. G) y
• Accurate Dimensioning with Guidelines and Snapping& G8 J G5 Z# Z4 X) @( i
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions+ d0 @( Y) h' T
• Powerful Extrusion Command for Generating Ramps 0 g1 F, o# e1 f ]" n• Auto Line Constraints for Mismatched Wall Meshes3 y: @& y& X9 @1 e! o
• Quick Draw Options for Object Creation0 p& z& j( r3 [- h' I
• Draw Command for Easily Adding Openings to Floors ! u p8 @# x% E$ u8 _& ?• Support for Multiple Coordinate Systems% W5 \& O2 Q4 J- ]$ S
• Powerful Grouping and Selection Options# x$ }6 Q& l8 m# Y. e9 g& v! t3 J
• Automatic Generation of Code Lateral Wind and Seismic Loads 0 W+ x& e3 u+ W3 Z8 }' N4 b• Automatic-Permutation of Wind Directions and Eccentricities ( l) a: G7 `6 U' @! C$ r$ T) e; o• Transfer of Loads from Decks/Slabs to Beams and Walls ; R/ U( G4 z% z& ?* I# i• Vertical Area Loads in Any Shape or Configuration' o2 U3 [& w& Q5 p
• *****ed Properties – Property Modification Factors, @7 H5 w4 Z8 T7 g" O( U$ p0 z' l
• Gravity, Pressure and Thermal Loading: _/ h; B& W3 K5 M
• Wind Loading on Open Structures ' ?& E* v" R/ E• Sequencing Allowing Adding or Removing Objects/Loads/Supports % V# o- X9 G1 f• Buildings with Base Isolation and Inter-Story Dampers % r J: J2 V- F$ L; v" b2 |: M8 v% _: R6 ?
% J$ Y. f" u" d6 V) S/ \ETABS ANALYSIS; `1 R: l! x( a; W* t
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P) / p6 ?. X l, ?6 o1 q, u• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P) 9 F5 n0 E9 D. }6 G: J6 Z2 q• P-Delta Analysis (N, P) o* o/ a. t8 d' x! }; T* |" N• Automated Center of Rigidity Calculations (N, P), h6 J( B) J; L
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)0 C/ X& Q8 Y+ d0 p( a" o6 b
• Frame Objects Drawn as Members – Automatically Meshed (N, P)4 `# E1 F' i9 [. i0 a' E8 p
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P) & p2 c2 _" P$ S$ ^7 H• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)% E" ~9 {0 x$ r, [1 _6 m
• Applied Force and Ground Displacement Loading (N, P): c. q8 X# Q/ x. i
• Seismic Acceleration or Displacement Time History Analysis (N, P)8 [8 R' M1 h$ {4 l3 }% q
• Wind Load Forcing Functions (N, P) $ S# q. A1 J b% N* j: ~* u& y• Explicit Panel-Zone Deformations (N, P) 1 m5 g$ m3 r1 H5 _- `# v• Effects of Beam-Column Partial Fixity (N, P) % s% H: f: D9 ^• Construction Sequence Loading Analysis (N) : x+ p7 ? j* j: H+ m• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N) % B) [; F9 ?" T* c• Nonlinear Static Pushover Analysis (N) " {, t9 ~0 ^1 ~* _• Viscous Dampers (N) / S' k& }" @8 i1 d M$ x• Base Isolators (N)/ u; z2 d E! n0 O/ H
• Gap Object for Structural Pounding (N) 7 C R4 a6 i0 G• Nonlinear Time History Analysis with the Wilson FNA Method (N) h# E" M, D+ y+ R4 a ~4 C• Large Displacement Analysis (N); h8 a' v- F+ _: ^) k
• Sequential Construction Analysis (N)$ ]8 \$ B% V8 A! C( r9 ]# F
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- H0 _. @2 m5 E; q+ u0 V8 nSEQUENTIAL CONSTRUCTION (N)1 h# J: R; j; K* K( t; `
• Model Effects of Construction or Demolition 5 d) k. n- D7 K ^+ @• Specify Active Structure by Stories or Groups3 ]% z7 H9 E) ?# D9 n a+ Z7 q
• Geometric Nonlinear P-Delta and Large Displacements: d) U) i8 R8 R; {# V; W4 ?
• Sequential Construction Load Cases for Design 4 c. z' g F5 e! ^" u3 h• User Defined Loading( R% ]+ \3 ?4 V& Y; } t
' ~( q |, T8 s% _' G# X ' H8 H% u% f& bPUSHOVER ANALYSIS (N)$ \0 P( G1 K6 S P3 z
• FEMA 273, ATC-40 3 g7 H& K I5 p; h9 M1 K• Force-Deformation Relations for Steel & Concrete Hinges , g$ q3 |2 M3 n! `• Modal, Uniform, or User Defined Lateral Load Patterns , t9 F! h0 p$ ?* P- A• Capacity Spectrum Conversions6 w b. Y6 ~2 `+ T# \- b
• Effective Damping Calculation ! p* C. \) t/ O; B6 u) \" B• Demand Spectrum Comparisons$ n/ L" H% S/ W
• Performance Point Calculation 6 x8 F, `+ a! ?• Summary Reports including Plastic Hinge Deformations Z0 @. F0 F' G4 N/ Y8 x& M* @8 `/ c& f7 E
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ETABS DESIGN ' d% h/ T* o4 _% f8 B. ~6 w• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, 1 @# w2 h5 w- h3 qItalian and Euro Codes3 b0 s2 D4 p6 [8 l
• Concrete Frame Design for ACI, UBC, British, Canadian, New$ e+ B8 }6 ~6 m' y- ^ D
Zealand, Indian, Mexican and Euro Codes * x3 C0 C/ d# P/ v' d• Composite Beam Design for AISC-ASD & LRFD, British and Canadian$ `8 L9 l: `. l- `& L
• Concrete Shear Wall Design for American, British & Canadian Codes0 H) z( O2 @. q s! ^) F4 ^( @
• Automated Steel Joist (K or KCS) Selection7 ?, b5 h; k; ]7 U ^$ ^
• Design for Static and Dynamic Loads 5 n; r% d! N c5 f• Floor Vibration Analysis with Murray Damping ; }( z% `* e+ }9 B! p• Automatic Calculation of Moment Magnification Factors3 f; P% r: k: `) P
• Automatic Calculation of K-Factors & P-Delta Effects & P" k( d" g/ I1 W• Steel Frame Design Offers Automatic Member Selection 4 B$ z G4 e# f) s- m! F• Seismic Requirements for Special Moment-Resisting Frames - Y' W' b; y1 k: @3 D, e3 X• Automatic Tributary-Area Live Load Reduction' G3 N1 l! `6 k+ l \ h
• Graphical Section Designer for Complex and Built-Up Shapes , A5 b7 q* J. {) V9 s4 y7 A3 t& Z• Special Moment Beam Types for Steel Frames ; ^4 E. p' H: i3 p• Virtual Work Based Optimization for Lateral Deflections; b3 _8 [2 I7 _1 d
• Camber and Stud Requirements for Composite Beams, j0 m8 O" v }3 D. L6 Z; h' t
• Grouping for Design Envelopes0 l& J# q8 O% Y2 _
• Designed for Biaxial-Moment/Axial-Load Interaction- _- R( N; w+ Q1 l
• Seismic Check of Beam/Column Joints in Concrete Frames 3 k! R+ n/ Z" i/ a7 f0 E• Automated Effects of Panel-Zone Deformations on Lateral Drift 0 a; Y% v1 G0 E• Doubler Plate and Continuity Plate Design & K. v6 e; |3 C# j& o! s i" k• Seismic Design for Concentric/Eccentrically Braced Steel Frames! U8 F" \+ C) E- x
• Display of Reinforcing for Columns, Beams and 3D Shear Walls+ J9 u7 O! X z/ }& R$ u
• Shored and Un-Shored Design for Composite Beams9 x g1 p: T! a5 t9 o" a5 x
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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( D7 a% q* _. w8 g4 Z/ P
1) Download the Standalone installation for ETABS V9.7.3.) i ?; z/ z6 I1 @% l
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Or3 W& f2 B3 k' O- Q Download the Network installation for ETABS V9.7.3. * }+ {3 C: Z/ b. S ) l2 E( K( t, Z. r3 }$ AOr7 W8 Z9 c. c T, V Download the full CD with ETABS V9.7.3; X1 q# B' @6 p- y0 \$ L5 }
B; n. T/ `# O; j' I" `: p/ L2) Download the Standalone installation for CSiXRevit 2009 and 2010 # \) t* f8 u+ AComputers 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: 9 ^0 J0 G! k Z+ ?2 y/ P% z H" m 1) Exporting from Revit Structure to create a new ETABS model 6 p z0 b/ ^$ g/ [2 F! }2) Exporting from Revit Structure to update an existing ETABS model & W y2 J2 U" Q# s6 ]* u3) Importing from ETABS to create a new Revit Structure model7 j- r6 ~0 b1 \, a+ q/ F 4) Importing from ETABS to update an existing Revit Structure model.. F+ B4 @) Z O' D u A' b
' Q2 w/ P' v, y' S0 I2 j9 {- m+ S, IThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.3 j$ ^# q& q9 _8 e, [5 C! M ^
$ i, _% c. |; S: M# _4 H# u( K7 v, G6 B" H, h Tác giả: binrv Thời gian: 12/9/2011 10:07
etabs có thuốc ( bẻ khóa) không vậy bạn.Tác giả: quocmy89 Thời gian: 24/10/2011 16:29
Cám ơn bạn nhiều nhưng bạn có link nào khác ko, mấy link này down chậm quá.
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