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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: q: I: Q4 ]. [ R/ S& h. F
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' w% s0 ?/ C' `) N) h) V w . _0 P6 m3 U% J! ] ; \# M" ~4 [. ZETABS MODELING ! J: P, S! S* v' N• Object Based Graphical Interface( e% q, m! X3 d0 h r
• Model Templates for Most Steel & Concrete Building Systems ! e* U5 S/ G5 C& c, a• Models Created Using Building Terminology$ @1 J n; p) Z3 T& j
• Beam/Column/Brace Frame Objects- \) _7 ? T' w+ q7 o
• Wall/Slab/Deck Shell Objects with Internal Meshing ; T% m$ a, M2 u$ p• Story Definitions using the Concept of Similar Stories: v" t+ k: X) Y$ t2 u' T
• Common Labeling of Objects between Similar Stories 7 p; i6 L; v+ M* ~7 T• Complex 2D and 3D Shear Walls Interacting with Beams & Columns! ^: k% a0 H: Z" I8 Y9 O
• Integrated Graphical Section Designer for Complex Frame Shapes 3 n; Y9 @0 z3 Q2 d& I0 p( f• Editing with Move, Merge, Mirror and Replicate0 y8 Q( W& g7 `5 d
• Accurate Dimensioning with Guidelines and Snapping 7 ~4 ]+ Y; X& i6 V$ G• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions ! A% S& h" W! H# M# P# R$ A6 h• Powerful Extrusion Command for Generating Ramps o J* y: {+ n2 t
• Auto Line Constraints for Mismatched Wall Meshes 1 L: g& J! X1 u4 z1 w6 |• Quick Draw Options for Object Creation & R. B* l9 T1 O. U6 [% n& N• Draw Command for Easily Adding Openings to Floors( m9 V, v% G( U0 `0 H5 R. Y
• Support for Multiple Coordinate Systems, Z9 n3 L- R$ x2 u$ n
• Powerful Grouping and Selection Options. [- B& S: E4 s) J* C' z0 i: {
• Automatic Generation of Code Lateral Wind and Seismic Loads) C% n. X+ z% E( k9 e0 R
• Automatic-Permutation of Wind Directions and Eccentricities 3 q( K+ h/ E: H" D• Transfer of Loads from Decks/Slabs to Beams and Walls 4 U; i" u: r/ S( X+ f$ }/ i$ h• Vertical Area Loads in Any Shape or Configuration 9 B+ ?4 I9 y; l+ m" `; T• *****ed Properties – Property Modification Factors ; @& F3 Y3 Z9 O( |: c• Gravity, Pressure and Thermal Loading " n0 ^' \* r" b2 h& L4 L8 U. w• Wind Loading on Open Structures Q% E7 O$ B f( U' O; W0 g
• Sequencing Allowing Adding or Removing Objects/Loads/Supports1 }& T* ]* Z* e1 X! k3 x$ P
• Buildings with Base Isolation and Inter-Story Dampers ; C9 X) [$ @2 {8 G ! }' \2 M$ c* c8 @3 T8 b) P- Q% W4 J5 K8 L7 i/ f- ]
ETABS ANALYSIS7 C1 D0 H4 V! P4 \
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)% ^- V" M* n8 i
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)& o6 N, W7 t8 T+ y f
• P-Delta Analysis (N, P) ( u! ~' t3 }4 H' |• Automated Center of Rigidity Calculations (N, P) " B. t/ D. Q4 d3 }; L- n• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)6 T2 Y% s6 f( s& z+ {# P7 @
• Frame Objects Drawn as Members – Automatically Meshed (N, P)% c0 o' h1 z" ^' q6 B; c4 `( v
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)3 D; n% b. h; _1 c0 U7 p- o
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) ' a, Z- `/ m1 i. K: I; J• Applied Force and Ground Displacement Loading (N, P) $ X1 a1 t( j: O! L- l3 E1 g• Seismic Acceleration or Displacement Time History Analysis (N, P)& g$ o: b$ F2 ^( |0 u
• Wind Load Forcing Functions (N, P)2 g/ h k4 C& S. f- k n9 k' o
• Explicit Panel-Zone Deformations (N, P) 1 u/ ]0 z, |" I; N• Effects of Beam-Column Partial Fixity (N, P) 4 d* h1 H) m, d• Construction Sequence Loading Analysis (N) $ v* L" h4 f# ]• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)0 u7 x7 B, i! M+ M) S
• Nonlinear Static Pushover Analysis (N), q% G" ~: a, ^+ ^
• Viscous Dampers (N)( I; p+ f: m/ A. q+ M- {. z$ ?
• Base Isolators (N) 4 j# _3 H6 B+ n( ^+ a# d• Gap Object for Structural Pounding (N)$ g* ^& J) e' o+ i
• Nonlinear Time History Analysis with the Wilson FNA Method (N) . o, G0 S: v1 u8 w6 x' }• Large Displacement Analysis (N) {' f, n$ s, o" g" Q4 V/ Z
• Sequential Construction Analysis (N) # I- H) y: L9 w) o5 O" h V 4 [1 Q5 ]0 g# @: y' k3 ? ) _/ |& i7 k. @9 u g+ G1 F' G+ Y, tSEQUENTIAL CONSTRUCTION (N) + e( c! U. K% w• Model Effects of Construction or Demolition ; k! M4 y0 E+ g& {• Specify Active Structure by Stories or Groups. I2 I" S$ [! N1 L7 _4 D
• Geometric Nonlinear P-Delta and Large Displacements9 I, {. o3 o& d' t f+ N
• Sequential Construction Load Cases for Design ' t# {" h y2 M: P• User Defined Loading - |6 n L7 d+ [, ?7 x 7 R4 d5 j9 i" ^6 @; V [$ J* P, |" ?+ _+ e: H) G
PUSHOVER ANALYSIS (N) $ P, g6 G# `) ~6 q- U• FEMA 273, ATC-40 9 X8 ?+ j: y* \8 m• Force-Deformation Relations for Steel & Concrete Hinges & H6 U& R, d+ m0 f• Modal, Uniform, or User Defined Lateral Load Patterns! m. B( A1 }; d1 ^+ Y5 b- ?
• Capacity Spectrum Conversions: P8 G( [2 N B ^' ?5 C
• Effective Damping Calculation 4 o7 j8 w) y$ I5 k# A• Demand Spectrum Comparisons9 v \0 \6 C9 A; F3 y7 T% c ^, a4 |
• Performance Point Calculation3 z0 y2 |3 l! z3 l7 w% `9 h
• Summary Reports including Plastic Hinge Deformations 1 r9 u4 q" A) \" k% c5 x A 0 K/ ~( Q: e/ ?% L$ C9 w( ~5 s8 g, b! d5 ?( q
ETABS DESIGN : @- T3 c( U6 s/ u; ~% t$ F• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, 0 F" j. m3 [7 N1 J/ X. Y6 ~1 zItalian and Euro Codes1 Z0 a6 O" C) u8 u% p6 ~
• Concrete Frame Design for ACI, UBC, British, Canadian, New . Y' m- d8 H4 {4 EZealand, Indian, Mexican and Euro Codes 9 `# G+ a/ e) _0 ^ u/ h3 q3 ^• Composite Beam Design for AISC-ASD & LRFD, British and Canadian: t: ^- R4 @& e- \1 |
• Concrete Shear Wall Design for American, British & Canadian Codes* M: Z: t: Q; b1 X- A& [- `3 G
• Automated Steel Joist (K or KCS) Selection 8 J' S* r7 ]* i. p: N: b• Design for Static and Dynamic Loads6 ~' h3 R- F1 C1 w- @# e
• Floor Vibration Analysis with Murray Damping 8 J5 e0 q/ C+ A3 z9 r0 e• Automatic Calculation of Moment Magnification Factors$ D: u0 o f' e* H) l6 B& s
• Automatic Calculation of K-Factors & P-Delta Effects1 r' M9 I' C2 M( W; l9 G: S
• Steel Frame Design Offers Automatic Member Selection ! {# H' N& m3 h& E: z• Seismic Requirements for Special Moment-Resisting Frames1 o- Z- r9 Q- c" e1 G
• Automatic Tributary-Area Live Load Reduction' p! e; \5 m6 V y7 m7 q5 K7 M6 d$ B! N
• Graphical Section Designer for Complex and Built-Up Shapes" o" J, O0 u' z* u5 l, a& X C$ x+ b
• Special Moment Beam Types for Steel Frames ! U. L! u2 ~: S0 o- j• Virtual Work Based Optimization for Lateral Deflections * D1 l3 |- z0 |& x• Camber and Stud Requirements for Composite Beams4 d w8 X w8 b, e7 y9 N
• Grouping for Design Envelopes . x! R$ Z: C$ _• Designed for Biaxial-Moment/Axial-Load Interaction: x$ F& u( O: Y$ D7 j u5 j
• Seismic Check of Beam/Column Joints in Concrete Frames2 J& v& q. f, y1 N
• Automated Effects of Panel-Zone Deformations on Lateral Drift3 {' w' [( B- G
• Doubler Plate and Continuity Plate Design1 g4 Y0 X/ Q; H( w6 r1 ^
• Seismic Design for Concentric/Eccentrically Braced Steel Frames) l- R$ i0 M4 _
• Display of Reinforcing for Columns, Beams and 3D Shear Walls4 K! X* `4 R: q p) L" `& z
• Shored and Un-Shored Design for Composite Beams 7 _; ]) ^; W3 ` 6 c" N% ?% ?( z 0 ?" F+ X/ P9 ]. A' u5 n- j) v2 yDownload: 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' z% w' D) I3 Y0 E: h( ~- K% R& w
1) Download the Standalone installation for ETABS V9.7.3.: [; O% e3 n4 r5 L) }- O. c( p
8 H4 W% I! F- Q: l. L7 ~Or ! L3 {5 W- b9 t( f, N2 o2 P. aDownload the Network installation for ETABS V9.7.3. % \9 i* a: F+ Q/ V- @$ M- e. Q* A# W' |+ O G
Or5 z" W# c& ~6 L Download the full CD with ETABS V9.7.3/ O3 M6 l! ] J `1 a" p9 `$ m1 B
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2) Download the Standalone installation for CSiXRevit 2009 and 2010" C& ?) }/ T/ y& a) w8 { 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:$ w4 F/ f7 D2 m! ^* d! D$ Z4 I
( ^2 }$ O- V% s+ n) U; }6 S1) Exporting from Revit Structure to create a new ETABS model' P' A7 f* h. B) F 2) Exporting from Revit Structure to update an existing ETABS model% a0 }) J0 t' D8 _5 z 3) Importing from ETABS to create a new Revit Structure model6 Q. `1 h2 C- J/ o+ Q 4) Importing from ETABS to update an existing Revit Structure model. . r1 n6 a+ ?- M0 m; P ' o4 S6 T: D+ C# m9 G+ k& c# ?7 `& b1 JThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012. 8 J3 S7 V4 k! E% }9 Z4 ]6 { & l, a2 r; E; JHave fun! * {( e f; V$ v- c, R% m" s2 p$ S+ |: N1 P& Y8 }' L
; w$ [& J: u2 [, ?2 Z O 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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