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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 9.7.35 A' l1 h' ^/ y# [# ^; T$ x
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6 e, B+ L( Q" j8 `! `ETABS MODELING y5 u1 p' C9 y4 g! q• Object Based Graphical Interface , K- f8 Q; G4 f) J$ @3 ]• Model Templates for Most Steel & Concrete Building Systems; d; c+ P J, M$ [* Q" d! ]- r
• Models Created Using Building Terminology . t+ ?9 k3 v& x0 I% @: S: z• Beam/Column/Brace Frame Objects4 K( c% k& F$ G+ |- A2 T" Z
• Wall/Slab/Deck Shell Objects with Internal Meshing & L) p% S0 B. V- ^• Story Definitions using the Concept of Similar Stories: L9 Y7 g. a+ x! Y q
• Common Labeling of Objects between Similar Stories/ a) J: P, Y0 t t6 \6 L* n
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns6 j/ }9 m7 {! F
• Integrated Graphical Section Designer for Complex Frame Shapes5 o$ K7 ^& i1 M- l/ i$ T
• Editing with Move, Merge, Mirror and Replicate: L9 P& O8 T- Z4 I
• Accurate Dimensioning with Guidelines and Snapping 3 b0 ]( H/ }6 ]8 H" h0 L4 H• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions9 A. `+ i! V- w
• Powerful Extrusion Command for Generating Ramps ( f$ }4 P% F. ]# `( _. a/ z• Auto Line Constraints for Mismatched Wall Meshes& b' U' t+ e% u
• Quick Draw Options for Object Creation4 G) e) m2 N+ C( ~7 \" p
• Draw Command for Easily Adding Openings to Floors W8 D. ~' y M2 z3 N9 x• Support for Multiple Coordinate Systems6 ^. B- L" M1 t2 u, x% U
• Powerful Grouping and Selection Options / @2 w* {8 K1 ^/ c• Automatic Generation of Code Lateral Wind and Seismic Loads 9 y4 C6 f. G ]! a• Automatic-Permutation of Wind Directions and Eccentricities* B. }! a8 w' V, d4 Y2 H r4 W
• Transfer of Loads from Decks/Slabs to Beams and Walls9 ~6 v! c7 E+ U- y( V/ S4 w
• Vertical Area Loads in Any Shape or Configuration + k- ^( c0 W" t' A• *****ed Properties – Property Modification Factors # j/ S% T: w7 k' A ^5 r• Gravity, Pressure and Thermal Loading + R% g' {; X- C• Wind Loading on Open Structures! U; @& Q, t' C _+ y# d# c3 S) x
• Sequencing Allowing Adding or Removing Objects/Loads/Supports1 i( y4 e" w5 y
• Buildings with Base Isolation and Inter-Story Dampers 6 Y- O8 Y7 h1 m/ {+ u! g& s$ b7 C* |% q2 I5 n) U! ~
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ETABS ANALYSIS3 J: |1 c& ~ t! n) t& L
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)$ A$ W. {; ]( v2 @/ j9 U' s' u
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P) 9 H1 ^5 O, J Y5 r" B, u1 f; Z• P-Delta Analysis (N, P)* }& ?7 H2 o( G6 F: M" P
• Automated Center of Rigidity Calculations (N, P) I- z! P' ?8 z' X
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P), c5 S9 A B5 T$ F1 F7 i
• Frame Objects Drawn as Members – Automatically Meshed (N, P)( b: A; ^! \& X" W+ ]! m
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)! p' p7 p$ |! ~# q
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) 0 v* ^1 D% f" v7 q. d7 e2 o• Applied Force and Ground Displacement Loading (N, P) 9 |2 F6 O, H5 ^& D• Seismic Acceleration or Displacement Time History Analysis (N, P) 9 m F" `) M5 S, ~• Wind Load Forcing Functions (N, P)1 @8 p# L5 \: V
• Explicit Panel-Zone Deformations (N, P) 5 B6 d0 U- G" ]* M, W0 }• Effects of Beam-Column Partial Fixity (N, P) ) A4 }# P9 Z H2 M7 U3 ]! {: F+ A• Construction Sequence Loading Analysis (N)6 I( [+ j0 C+ u/ @* \8 \
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N) ; W5 M8 P4 c% n8 X/ ^• Nonlinear Static Pushover Analysis (N) $ \+ d* c/ \; L7 {• Viscous Dampers (N) 9 r5 C1 c7 G1 z' G( ^1 \• Base Isolators (N)- |4 y! s4 t" V$ O1 y
• Gap Object for Structural Pounding (N) % u1 j0 K! t9 X5 L' s• Nonlinear Time History Analysis with the Wilson FNA Method (N). Z; F1 @3 c1 u- j' c8 X, A0 q
• Large Displacement Analysis (N) 1 k Q2 Z$ f# \• Sequential Construction Analysis (N)' ?7 Y2 ~2 T+ w% M' D/ a
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SEQUENTIAL CONSTRUCTION (N). a& Z+ ~% O+ v' y: G' o
• Model Effects of Construction or Demolition' {9 Q' \- i( K( \5 O C
• Specify Active Structure by Stories or Groups! K' I: j% i. ]/ q, W
• Geometric Nonlinear P-Delta and Large Displacements " _0 D$ \- M# J& r• Sequential Construction Load Cases for Design, o, z- b8 h; ]& Y" f
• User Defined Loading4 I( l! V2 Z7 z% ^
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PUSHOVER ANALYSIS (N) ) t( Y) u! S3 y0 l# r) r• FEMA 273, ATC-40 3 P) E& u" K. x& M2 y# v) U3 K• Force-Deformation Relations for Steel & Concrete Hinges * F; z! l8 O+ i* C7 E3 U7 @# v5 T0 n• Modal, Uniform, or User Defined Lateral Load Patterns' B; r! W2 I1 k" M& G1 m' J/ W
• Capacity Spectrum Conversions- C7 Q3 [ |+ s, z# L/ f
• Effective Damping Calculation2 j* C* g t2 j: {$ I( C; |/ ^
• Demand Spectrum Comparisons + t. F; ]8 z( c! f. V1 Y$ i• Performance Point Calculation- e9 |- J2 d: p/ e3 u
• Summary Reports including Plastic Hinge Deformations 6 t( z8 D( m- `7 V+ |* v Q7 L* [: s6 `5 _ l8 O0 g
L+ P( `5 q u/ xETABS DESIGN 4 t1 r# j, U. t) w. x• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, ; z& T$ f0 V+ I {4 KItalian and Euro Codes : O3 f2 F! x) Z+ J1 r, d X• Concrete Frame Design for ACI, UBC, British, Canadian, New # [; P) z; z' h& kZealand, Indian, Mexican and Euro Codes + ^+ _8 `0 s( K• Composite Beam Design for AISC-ASD & LRFD, British and Canadian ( ~% v# k! @1 h3 C, E• Concrete Shear Wall Design for American, British & Canadian Codes 6 ^1 L" j9 C0 ?* ^- L/ G1 O• Automated Steel Joist (K or KCS) Selection/ O6 M* E8 t j4 d1 v0 S* Z: {
• Design for Static and Dynamic Loads) C7 _+ u1 O- m/ b
• Floor Vibration Analysis with Murray Damping 6 }+ g$ @' H: M• Automatic Calculation of Moment Magnification Factors ( w" P1 J$ y" Z& M/ `9 Z2 O( L3 l# m• Automatic Calculation of K-Factors & P-Delta Effects4 t0 D0 n. p6 J' }$ j4 E; p
• Steel Frame Design Offers Automatic Member Selection, o7 ^$ N) p* T
• Seismic Requirements for Special Moment-Resisting Frames+ B v5 v$ O7 k. V* j. X1 h
• Automatic Tributary-Area Live Load Reduction% \7 T* P5 f) B, j7 ]
• Graphical Section Designer for Complex and Built-Up Shapes& _! f* v) i9 V
• Special Moment Beam Types for Steel Frames ) A9 q$ c& t' u8 ]) D• Virtual Work Based Optimization for Lateral Deflections " N! J! h* W+ X. Y9 r$ K• Camber and Stud Requirements for Composite Beams & ~3 K! z9 @0 u" u. o• Grouping for Design Envelopes- M: } F" U, X+ ^$ Y+ I1 H8 v
• Designed for Biaxial-Moment/Axial-Load Interaction - q T6 X& ]" X4 r• Seismic Check of Beam/Column Joints in Concrete Frames1 Z4 Y0 k- `; \1 ]- a& p
• Automated Effects of Panel-Zone Deformations on Lateral Drift' O2 O& `( F8 `. f6 H7 ]
• Doubler Plate and Continuity Plate Design ' S& w, f0 m# r; Q9 {( k9 Q% \• Seismic Design for Concentric/Eccentrically Braced Steel Frames" f8 t7 C" J+ @. {# l
• Display of Reinforcing for Columns, Beams and 3D Shear Walls , J* y. R* v4 z, ~1 o• Shored and Un-Shored Design for Composite Beams , k$ g0 b/ a% F+ \$ C% x( n - ?4 o3 V$ ?$ q % R1 U0 Q& ^/ W4 a8 c( ADownload: 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 & p- A9 S* T% f }8 \$ K1) Download the Standalone installation for ETABS V9.7.3. 1 ]7 r: u+ h" k. |) t9 q. a ) {. V( ^" M* o& f( h1 ZOr7 v f, D6 O1 `! v% W4 w, ? Download the Network installation for ETABS V9.7.3. , }% U% v: w% P) |8 y$ e/ d% B9 ]
Or- F; o, l( |+ q8 _3 u) v% o* ^- c Download the full CD with ETABS V9.7.3 ; P3 R, Y' r& E' e, v1 P6 v. _" A9 r6 a
2) Download the Standalone installation for CSiXRevit 2009 and 2010 ! R( h/ Y1 P' J* H; RComputers 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:; \0 s7 e9 I: D8 F
3 D: b/ n4 X4 S# _ 1) Exporting from Revit Structure to create a new ETABS model & f1 e3 o& S2 z' @( [ N: S) P1 e1 H( q2) Exporting from Revit Structure to update an existing ETABS model % Q1 Z; \* m$ D* y) N3) Importing from ETABS to create a new Revit Structure model $ Z, L" l2 @+ x1 `7 V E* {4) Importing from ETABS to update an existing Revit Structure model. $ T5 F- |3 H* I( m( g' _+ J$ m2 b 2 D0 k! S1 S6 A/ `' lThe CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012./ p8 R! r! } X9 k+ Z, F: C
6 i/ A, ?$ o5 yHave fun!2 \3 W# T5 D& N. m- M
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* G2 s7 D, e K0 MTác 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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