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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 9.7.34 @+ T9 r) @2 ^% l+ T
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ETABS MODELING ) x) Q) I5 g) r6 W `: f. U• Object Based Graphical Interface ) N+ ?( `6 E A• Model Templates for Most Steel & Concrete Building Systems3 r7 D8 J& |. H" [+ Z7 h/ A
• Models Created Using Building Terminology5 n& f0 g* M. r; d1 j
• Beam/Column/Brace Frame Objects$ Y# F3 }# L; z4 W
• Wall/Slab/Deck Shell Objects with Internal Meshing0 q9 |6 b! ]: x% R
• Story Definitions using the Concept of Similar Stories % w" e8 }1 Z; G• Common Labeling of Objects between Similar Stories. x4 K" M: D" h( l( i
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns : R3 }0 v2 f7 z• Integrated Graphical Section Designer for Complex Frame Shapes ! E# g: ?$ d5 r6 s# p' Y: j• Editing with Move, Merge, Mirror and Replicate / M' G% {! Z8 b# l. P/ o J• Accurate Dimensioning with Guidelines and Snapping# Z$ Z- L/ N) c/ \2 X; z
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions : S- X1 X4 M2 z• Powerful Extrusion Command for Generating Ramps& D7 n* o0 F) k3 ?) A7 `
• Auto Line Constraints for Mismatched Wall Meshes + G. h* D% ]$ o) _8 v5 t• Quick Draw Options for Object Creation . a4 g, H( ~: Q) @• Draw Command for Easily Adding Openings to Floors4 [% v- a. {+ f6 n
• Support for Multiple Coordinate Systems) G/ l# e: X9 ]3 ]
• Powerful Grouping and Selection Options / u6 A! U7 z7 R4 }! g9 X, \• Automatic Generation of Code Lateral Wind and Seismic Loads$ {& J9 J# h6 c* D
• Automatic-Permutation of Wind Directions and Eccentricities, L" z; Y. k7 U
• Transfer of Loads from Decks/Slabs to Beams and Walls: W* Z* ]0 ]9 t3 {/ t
• Vertical Area Loads in Any Shape or Configuration$ C3 U. s; A9 C) s$ p1 M( q
• *****ed Properties – Property Modification Factors$ T. p5 ]6 H6 P1 k& l: s/ d
• Gravity, Pressure and Thermal Loading : H5 P: n% z0 E. }% d; }/ M% Z• Wind Loading on Open Structures" f1 X8 ?. \7 N( T0 {8 |
• Sequencing Allowing Adding or Removing Objects/Loads/Supports' `1 s9 M. Z% q8 O4 ?% |+ i* K) D
• Buildings with Base Isolation and Inter-Story Dampers ) z, n: U# @0 F0 `+ F% |+ U Q, l7 o9 j* v' @2 n
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ETABS ANALYSIS+ o9 M* V l, U
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P) + R8 O' \8 Q* F7 z: L. z• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P); l0 ]- e+ t8 E7 J2 ]
• P-Delta Analysis (N, P) 2 Q x$ L6 w9 |4 E! K& E- |9 O7 C• Automated Center of Rigidity Calculations (N, P) g8 Z/ \# w9 E, O8 o+ I S( B• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P) 0 W* X: ]9 |# ~) M' O: d& C3 K• Frame Objects Drawn as Members – Automatically Meshed (N, P)' u' N" j) }* E, |+ Y7 l" d
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P) 7 m0 L4 d( S* P) X• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P) 8 G, L* @( {$ I. D; q9 e: r5 f• Applied Force and Ground Displacement Loading (N, P) 7 C& r$ F) d1 X8 d; E; z" N• Seismic Acceleration or Displacement Time History Analysis (N, P). j; X& ~4 O3 ]; g4 \! \
• Wind Load Forcing Functions (N, P) 1 @! M) {3 p* A- Y2 a% k7 x$ w• Explicit Panel-Zone Deformations (N, P)5 }* m3 h/ N2 y4 R' c- ~# U+ q
• Effects of Beam-Column Partial Fixity (N, P)' C, I l& B) }8 ~) H9 g
• Construction Sequence Loading Analysis (N)8 @3 {0 `! u3 f( U
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N) O* g$ {+ g9 z* Y• Nonlinear Static Pushover Analysis (N)5 p1 T d- e* ?7 I7 ^/ Y4 C b3 @
• Viscous Dampers (N)" C2 N- Y, E+ q* Q, Y' q, }
• Base Isolators (N) 3 o7 ?7 L4 Y* X0 y6 S6 V0 d3 Q" `. V6 T• Gap Object for Structural Pounding (N) n; {) ^; E5 ^# x) O. ~+ o• Nonlinear Time History Analysis with the Wilson FNA Method (N) , h% B# f i8 y6 G• Large Displacement Analysis (N) {; e7 A7 ?0 c6 y- c7 K• Sequential Construction Analysis (N)# H- }% }! {( v! s \
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4 ~6 O" S! o: e4 @1 [) }SEQUENTIAL CONSTRUCTION (N) + E8 X4 e- x5 Y( @2 N. ^, @• Model Effects of Construction or Demolition . L' B7 Y( o1 d7 N6 E• Specify Active Structure by Stories or Groups - x: J8 J% h* L6 Z+ z• Geometric Nonlinear P-Delta and Large Displacements- |9 T% a) N" X q) Y
• Sequential Construction Load Cases for Design 9 h0 R" ^* {5 C& q0 c& @• User Defined Loading ! ~+ c$ Z' E) u/ T 6 A( \3 X) m( w7 F. u" c5 q/ Q" \. s- F$ S5 q. g) {! A Y
PUSHOVER ANALYSIS (N) 1 h0 j- S2 Q1 {, j, D• FEMA 273, ATC-40 # S8 s9 o$ p, J3 ?, Z• Force-Deformation Relations for Steel & Concrete Hinges 1 [3 J! p' i, _! z• Modal, Uniform, or User Defined Lateral Load Patterns & y" r) e' w9 B1 f/ z7 I• Capacity Spectrum Conversions 7 o, p! }* {4 V5 F6 e+ ]+ w2 m• Effective Damping Calculation3 s, C% t4 U: h! U0 L+ ]4 ^/ i
• Demand Spectrum Comparisons% ^3 I% V# M+ ?7 z2 H
• Performance Point Calculation , P4 a; S& r2 T' [# `7 J0 `3 z9 A- b7 q: C• Summary Reports including Plastic Hinge Deformations ( ~# w' Y9 u: p" k5 T2 o/ b6 U" T" t; U
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ETABS DESIGN " X0 }' C" N. l( o% [. G• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian, 5 w" O4 }; B# GItalian and Euro Codes + \) z5 z) S! l* o• Concrete Frame Design for ACI, UBC, British, Canadian, New ( j0 N( Z( S* `3 Q# eZealand, Indian, Mexican and Euro Codes: h/ \1 z, Y0 T- [
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian 3 C# B% d; S# l; M& F• Concrete Shear Wall Design for American, British & Canadian Codes3 p9 A/ B4 q3 k: J* ~5 N7 [
• Automated Steel Joist (K or KCS) Selection * c: Z3 [# `8 n. o" H( o; D• Design for Static and Dynamic Loads & j) z' w0 z: F$ D' k0 ~: n• Floor Vibration Analysis with Murray Damping% Z4 z7 j, \/ u$ ]1 ~* k
• Automatic Calculation of Moment Magnification Factors% {! ]8 l9 F- Q: \3 G9 V! ^! H
• Automatic Calculation of K-Factors & P-Delta Effects2 K, T5 V) s f
• Steel Frame Design Offers Automatic Member Selection ( A4 T, ^9 p$ A* ^' Z1 h: T! E• Seismic Requirements for Special Moment-Resisting Frames+ u0 [- a% w# U. i% R# E+ \$ f
• Automatic Tributary-Area Live Load Reduction& w; a; @: p/ e n
• Graphical Section Designer for Complex and Built-Up Shapes. A7 c$ _' c- Y6 N2 u2 r9 E2 j3 }
• Special Moment Beam Types for Steel Frames6 v. z4 @# J8 @1 ^$ {+ f' z, W: U
• Virtual Work Based Optimization for Lateral Deflections& l- b1 u' X1 n( K
• Camber and Stud Requirements for Composite Beams+ w& K) K9 j* [/ V6 x
• Grouping for Design Envelopes 1 r% N; G2 J, X0 e; H! Z• Designed for Biaxial-Moment/Axial-Load Interaction 5 o3 N5 j- O( v- o) w• Seismic Check of Beam/Column Joints in Concrete Frames ; S7 H6 K; h7 W7 y6 i2 l+ x3 }: W• Automated Effects of Panel-Zone Deformations on Lateral Drift ; m$ Y( Z1 t2 ?; J4 ?* A• Doubler Plate and Continuity Plate Design 0 v9 ]# G. T% y- ^4 l: W) q• Seismic Design for Concentric/Eccentrically Braced Steel Frames - T% r- Z9 A8 ^! i: |1 I• Display of Reinforcing for Columns, Beams and 3D Shear Walls$ G( m' p, r P; j
• Shored and Un-Shored Design for Composite Beams) L6 m! ?7 V' T8 V4 V
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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 : a `! [3 h7 e# Q& N) a" [5 }8 \, M1) Download the Standalone installation for ETABS V9.7.3.* l/ p+ ?: R0 z) p: {4 L3 I6 p, l2 B2 p
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Or7 C, }( Y1 u8 c* e( D+ \* S Download the Network installation for ETABS V9.7.3.9 y6 P4 n2 c1 ]! g5 x
# [1 m5 A& T' l' P' V% v3 r2 tOr( t, J/ Z$ m6 h3 u+ G! r$ t1 t6 J Download the full CD with ETABS V9.7.3 G5 x( H; M2 Y: n0 P# u; \$ n# ~ - R r! `- X3 }% J, d* q. ]2) Download the Standalone installation for CSiXRevit 2009 and 2010# v2 `7 I7 l$ \: Z- B# w# M 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: * c4 r0 b/ c8 T5 h. Q9 y3 Y# k. w4 F0 D+ t) \% w- |- C% b/ i: P4 ] 1) Exporting from Revit Structure to create a new ETABS model/ Q* J1 d- [2 D. ]9 @ 2) Exporting from Revit Structure to update an existing ETABS model % Y2 E. g5 b7 ~( u3 B" K6 `3) Importing from ETABS to create a new Revit Structure model& _) i' c* l1 h( u. X" t 4) Importing from ETABS to update an existing Revit Structure model.5 z) P* j$ N! }' X' L5 ?
' Q6 l9 ]3 Z* _& U0 z9 r The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.; Z7 c: q/ k0 R# y. n1 r
, O5 H- w/ o. C. A( U& Q 9 M: Q3 P8 Y$ ~% M* q) eTác 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.
