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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 9.7.3 ' n. V3 D! r; v. v
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ETABS MODELING ! l( s* E% P' ]4 T& a• Object Based Graphical Interface $ t2 |2 }& e7 c5 C• Model Templates for Most Steel & Concrete Building Systems & H, m$ H0 J# m! E% x& N• Models Created Using Building Terminology$ F; K; ^" I" O4 o0 R
• Beam/Column/Brace Frame Objects % O% t3 C3 [2 Q O( ]: Z8 l• Wall/Slab/Deck Shell Objects with Internal Meshing . E6 j, B" w' ]3 v R4 M• Story Definitions using the Concept of Similar Stories " e4 r, d9 i, k7 ^! {+ n6 y9 r7 k• Common Labeling of Objects between Similar Stories , V' q% F/ g7 M- n" F; B% s- ?6 @• Complex 2D and 3D Shear Walls Interacting with Beams & Columns 2 u( b( y) R6 {, C8 I• Integrated Graphical Section Designer for Complex Frame Shapes) \# ]. V& v6 y1 I8 s
• Editing with Move, Merge, Mirror and Replicate9 i, _+ K* R: [8 R& N( L
• Accurate Dimensioning with Guidelines and Snapping0 v7 W" F q! H$ O; G' X% y8 x" O
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions8 `9 C! m2 z; e4 Q6 s4 c2 B. |
• Powerful Extrusion Command for Generating Ramps- W# |6 O8 }: q+ {
• Auto Line Constraints for Mismatched Wall Meshes. C3 f7 Q0 L' s* F0 T1 r# M; h) W
• Quick Draw Options for Object Creation $ O, q2 ~" @, M3 W4 P• Draw Command for Easily Adding Openings to Floors 4 I+ X6 c$ y6 W! O- a$ [• Support for Multiple Coordinate Systems2 j2 G4 F" u9 R* ]& K* w( H5 W9 r
• Powerful Grouping and Selection Options. t0 w5 z4 ] ]5 Q; b( [1 C
• Automatic Generation of Code Lateral Wind and Seismic Loads 2 b/ y& y* A9 W, N. B• Automatic-Permutation of Wind Directions and Eccentricities" g# L B$ @# g6 a; l J
• Transfer of Loads from Decks/Slabs to Beams and Walls0 V7 c& P: X, [& y
• Vertical Area Loads in Any Shape or Configuration0 ^& ?/ H, j9 K9 P1 Q, l, f
• *****ed Properties – Property Modification Factors& O, O! }' b. I
• Gravity, Pressure and Thermal Loading# v( e) f, v) ]- m3 ?. x2 o
• Wind Loading on Open Structures # q- n; Y# |6 [/ j3 y' a( r# v3 z; i• Sequencing Allowing Adding or Removing Objects/Loads/Supports; p+ P; k. _6 ?) p! K3 A7 e
• Buildings with Base Isolation and Inter-Story Dampers # |$ H, N g( o4 `; M: d9 B ! p/ U# B$ o( @! [% L! ]9 j! ^- V( z0 D' o. ^
ETABS ANALYSIS0 ]" @6 `: m1 ]1 D: F
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)( x9 b( ]! w. x9 | Q8 u, @: v
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P) 1 o/ R2 K0 ^: r( f8 E• P-Delta Analysis (N, P) 6 G. x* k. ~# z0 A! z! w2 S7 `: }+ x% w- ?• Automated Center of Rigidity Calculations (N, P)) C Q% \* N# q8 ^4 E" o+ W* B' O
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P) - p8 L' J4 \& P: y• Frame Objects Drawn as Members – Automatically Meshed (N, P) ) d; D J0 N# H$ U% `2 O! z( l• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)7 _. r, ]0 q" j5 v0 i/ @" C* m5 f
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) 5 @ l( x- S. w: B• Applied Force and Ground Displacement Loading (N, P) % u% I3 V- d; K8 C• Seismic Acceleration or Displacement Time History Analysis (N, P) ; `+ x6 u3 }! E- x$ J4 x( F3 Y• Wind Load Forcing Functions (N, P). Z- b8 X5 G( B1 F
• Explicit Panel-Zone Deformations (N, P) 1 _ H. |! I0 {& E; b3 `# G9 o5 ]• Effects of Beam-Column Partial Fixity (N, P) * t8 a) i* B! J/ X6 b• Construction Sequence Loading Analysis (N)9 [; W+ U9 m2 o3 H+ l, R8 t) V
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)7 R. j+ |( h* ?1 f
• Nonlinear Static Pushover Analysis (N) 1 B6 r F; P2 {7 W: [7 T• Viscous Dampers (N) $ g3 Y, E& O- E# U6 P2 `$ r• Base Isolators (N)! P" N8 i5 K5 ?3 |2 Z! c y
• Gap Object for Structural Pounding (N) - g4 `4 \* N$ I6 ~• Nonlinear Time History Analysis with the Wilson FNA Method (N)5 L1 e/ ?! k3 I' u
• Large Displacement Analysis (N). C8 Y) ?6 F s7 J3 G
• Sequential Construction Analysis (N) 4 J/ Z* d. M k3 F9 k( M U& V d C# k: N' {5 R
" T8 Y* Z' L) t8 @! v; \SEQUENTIAL CONSTRUCTION (N)7 M- n# m1 h9 V3 W5 t" K
• Model Effects of Construction or Demolition, a( D4 E* J+ Q( }! T& f4 }
• Specify Active Structure by Stories or Groups2 K4 [$ n6 |3 d& x1 n
• Geometric Nonlinear P-Delta and Large Displacements : o+ [- |. C6 t) } r; v7 u$ m• Sequential Construction Load Cases for Design+ G: t- c$ {( K
• User Defined Loading 4 S: G# q# t4 W1 A + _+ P1 }: v) r' a* ` 9 G* c2 ~! b& L. f7 cPUSHOVER ANALYSIS (N), k I5 B) {7 S1 i9 N
• FEMA 273, ATC-40 0 i( h, e: L4 r* t) u7 }/ x• Force-Deformation Relations for Steel & Concrete Hinges 0 k+ _) d3 p1 t! J0 u" [• Modal, Uniform, or User Defined Lateral Load Patterns: v8 @$ x3 l' N% |5 K3 o2 @
• Capacity Spectrum Conversions " `& W+ X# R5 c+ [• Effective Damping Calculation9 w" @. a8 @% n4 j& S: r: \
• Demand Spectrum Comparisons 8 |, I/ G0 A8 `1 S# u• Performance Point Calculation' g6 @6 N8 Q2 k4 Z0 n
• Summary Reports including Plastic Hinge Deformations ! g6 o( m3 ]9 `& z9 U0 y2 u* U' C1 }. K; g
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ETABS DESIGN + @9 Y4 m) p" L g• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, 7 ?" \ v4 ]: R+ x5 yItalian and Euro Codes ; ?; s/ k1 y. s& s# l• Concrete Frame Design for ACI, UBC, British, Canadian, New9 @# f8 x, y# a' i9 J+ m
Zealand, Indian, Mexican and Euro Codes5 b- d8 T! ?7 k5 U# H
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian9 u/ A6 b/ w' o% Q w* I
• Concrete Shear Wall Design for American, British & Canadian Codes3 u8 y! Y' o( i0 C2 k8 x6 @
• Automated Steel Joist (K or KCS) Selection / J( P! M7 Q. q, l( U# N• Design for Static and Dynamic Loads2 i' Y- [+ A" ]. M8 v! B
• Floor Vibration Analysis with Murray Damping5 I; O7 h5 B0 c4 f7 s- {; i) G4 G0 i
• Automatic Calculation of Moment Magnification Factors9 Y6 G2 y. J0 b) G/ q& k7 j2 y
• Automatic Calculation of K-Factors & P-Delta Effects ; X! \9 Q8 r3 q4 x• Steel Frame Design Offers Automatic Member Selection # R( w, _5 r5 }3 T• Seismic Requirements for Special Moment-Resisting Frames* ~# D5 _' V% Z8 v
• Automatic Tributary-Area Live Load Reduction4 k9 O5 t6 Z) M' C9 q4 W8 m
• Graphical Section Designer for Complex and Built-Up Shapes - J3 r4 L% J/ n, ?2 u( \• Special Moment Beam Types for Steel Frames' R& v5 F0 X! T6 Z
• Virtual Work Based Optimization for Lateral Deflections 4 \5 u& A1 O# B r4 `5 ]# Z3 i" ^• Camber and Stud Requirements for Composite Beams# N& I% @- H# \
• Grouping for Design Envelopes 9 O2 n0 p1 O4 U0 d1 U2 q% p4 Y• Designed for Biaxial-Moment/Axial-Load Interaction : b( r% G. ^& d; p( @• Seismic Check of Beam/Column Joints in Concrete Frames 8 r7 B% }' W) E! Z• Automated Effects of Panel-Zone Deformations on Lateral Drift! ]7 a/ z- J' M. l3 {$ C4 r
• Doubler Plate and Continuity Plate Design4 ~) b! A/ X, D4 F1 e) _4 ^1 {% s
• Seismic Design for Concentric/Eccentrically Braced Steel Frames 0 D2 d K9 o: P1 B7 t( v! g• Display of Reinforcing for Columns, Beams and 3D Shear Walls ) i" D% e" I8 L9 L9 m5 K• Shored and Un-Shored Design for Composite Beams 9 k9 ^$ E6 `" ?8 j, S- f $ j: H) o$ h& V* G" x3 ^ * Y1 _. K6 n9 K# VDownload: 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/ R1 \/ `0 `$ N
1) Download the Standalone installation for ETABS V9.7.3.$ {& B/ O7 i1 w7 _- X
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Or 2 a1 A& Z7 R0 ]# G; BDownload the Network installation for ETABS V9.7.3.3 W& _# i7 A$ `+ b; q0 p
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Or- w+ M( ^" `! |8 l Download the full CD with ETABS V9.7.3 5 C P! |5 ?7 r+ t* }6 Y- ~8 P7 a% F' u* p1 Q! I. O
2) Download the Standalone installation for CSiXRevit 2009 and 20103 ?5 h4 ^6 h7 A- t" y 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:* C, S) k: S* r0 Z- {
3 L5 X& G6 m( L( Y2 P1) Exporting from Revit Structure to create a new ETABS model ! t" K# a; H7 k* m. E$ e& o- R2) Exporting from Revit Structure to update an existing ETABS model * b# D4 M- G3 t& _5 }& ]3) Importing from ETABS to create a new Revit Structure model 8 G4 l7 `3 ?! ?6 B$ c8 O4) Importing from ETABS to update an existing Revit Structure model.. ^" f& T- f; t# f
8 B" l) x% h+ c- X1 o' o8 z6 ^; Y The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012. # G" w' P1 x' \/ C( e" K7 M& Z$ b3 J) v, K% |8 I: I7 T) j' j3 t
Have fun! , S* S, | B2 `: Q1 c7 Y" m, u6 X) D6 g! y a9 X
! G+ U' a' Q% R' s: {( X4 G) E 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.
