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ETABS Version 9.7.3, L% r! H- y; M. U% k7 h1 b$ @
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" m9 U7 L5 P8 c: TETABS MODELING
" g ]2 U O" J1 ]6 T9 ? L& \• Object Based Graphical Interface
e+ D$ c' B$ r* c& y9 I• Model Templates for Most Steel & Concrete Building Systems
, m% }& |/ P+ R' f* H q% k; J• Models Created Using Building Terminology {9 L) b {+ K) Q1 [* f. M
• Beam/Column/Brace Frame Objects- G7 c2 j% m- u) c6 W f& @( E. D6 u, M
• Wall/Slab/Deck Shell Objects with Internal Meshing# p' _$ J( m5 a& g C" a5 [9 s% H0 q
• Story Definitions using the Concept of Similar Stories
3 C) k0 `; Y3 d9 K8 B; @; f• Common Labeling of Objects between Similar Stories
, H. Y: A* X2 [; ]6 L3 [4 O/ Z• Complex 2D and 3D Shear Walls Interacting with Beams & Columns) t9 J, J) W& x% `% {
• Integrated Graphical Section Designer for Complex Frame Shapes
: T) Q/ I: N# N$ P• Editing with Move, Merge, Mirror and Replicate
4 Z& |. E# `5 x7 m• Accurate Dimensioning with Guidelines and Snapping3 L$ v' x3 Z; ]5 T9 @" L
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions- n) ^8 }3 F8 Y: {8 W# q* H
• Powerful Extrusion Command for Generating Ramps2 x, b; X3 Q: d
• Auto Line Constraints for Mismatched Wall Meshes4 g0 w3 s# d( ]0 M5 L7 S1 H9 `$ x
• Quick Draw Options for Object Creation
. l- w. a( b4 |9 l• Draw Command for Easily Adding Openings to Floors& e3 G% t6 l) [5 _/ y; a
• Support for Multiple Coordinate Systems% i/ |, C, T* v9 ~ m; ?
• Powerful Grouping and Selection Options9 ^/ v# q/ d( |$ {
• Automatic Generation of Code Lateral Wind and Seismic Loads/ `/ ?& ?( [3 V8 k2 x
• Automatic-Permutation of Wind Directions and Eccentricities$ o9 C) P+ D. O' `0 X' h7 l
• Transfer of Loads from Decks/Slabs to Beams and Walls9 }1 D# S1 X$ e! N9 A8 y4 [! w
• Vertical Area Loads in Any Shape or Configuration
& e5 p; n; K; E3 M• *****ed Properties – Property Modification Factors5 g B) z4 m, c
• Gravity, Pressure and Thermal Loading7 H! Z7 q a$ ~7 Y' ^* q9 ]- G. i
• Wind Loading on Open Structures$ {2 S; r$ b$ x
• Sequencing Allowing Adding or Removing Objects/Loads/Supports5 L: y8 F/ a+ W9 b
• Buildings with Base Isolation and Inter-Story Dampers
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/ E$ u+ [5 k# P/ C( ^/ gETABS ANALYSIS9 @! j( `8 G) w* f3 g( g
• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)3 U* ~5 y+ Y% x4 g; p* {9 K% K- s
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)7 {7 [( l5 |2 v, o! H4 x
• P-Delta Analysis (N, P)
2 u: J9 \3 h4 {) s( G3 ?• Automated Center of Rigidity Calculations (N, P)
% ~0 ?: H, O& V. h3 K% v• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)' b& S2 ]+ l, F5 b a+ N' p
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
1 y' T, W' p: `# B& Z• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)5 V2 {+ E9 n$ q8 @8 ?+ F; Q- ~5 \- r
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)2 g( i" ]0 d& e: R2 j
• Applied Force and Ground Displacement Loading (N, P)0 H: K- h. B9 n# f9 k
• Seismic Acceleration or Displacement Time History Analysis (N, P)
0 z% T/ m5 |4 l6 j• Wind Load Forcing Functions (N, P)) w$ K: N4 i& E9 ?2 D. h
• Explicit Panel-Zone Deformations (N, P)
; I* r( L4 [- L- g• Effects of Beam-Column Partial Fixity (N, P)
5 E- s6 z5 |9 u1 V* c: ]• Construction Sequence Loading Analysis (N)2 q$ R* j% S6 i$ O( i
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
6 e A. k4 b7 w# B% _+ l- q• Nonlinear Static Pushover Analysis (N)
+ F: {$ k) @, R) b- p' ?• Viscous Dampers (N)& E [9 O8 ^, v) Q0 u) x$ o
• Base Isolators (N)# n( H0 y. [( [% T
• Gap Object for Structural Pounding (N)8 u& U+ W S F( ]
• Nonlinear Time History Analysis with the Wilson FNA Method (N)8 {: a* W3 D, I' u# ^2 q/ \
• Large Displacement Analysis (N)9 N! M/ x0 \! V* s$ b7 K7 A
• Sequential Construction Analysis (N)
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3 V) u' H( v r2 @: zSEQUENTIAL CONSTRUCTION (N)
5 b* [$ g5 E; t• Model Effects of Construction or Demolition: w# T" V; i9 {
• Specify Active Structure by Stories or Groups
( v; N2 t Y; f" n# Q6 n5 a• Geometric Nonlinear P-Delta and Large Displacements, c4 l3 H9 h( c/ y. p/ r2 I% N
• Sequential Construction Load Cases for Design
4 L3 e* R& A8 H2 r% x• User Defined Loading
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PUSHOVER ANALYSIS (N)) s/ ?7 n3 @/ T% Z5 `# O& P4 t
• FEMA 273, ATC-40
1 u& Y# s c+ B/ M9 j% ~• Force-Deformation Relations for Steel & Concrete Hinges+ M# M7 m8 o$ P, \; f2 m4 A' d
• Modal, Uniform, or User Defined Lateral Load Patterns! \- ]0 N6 U x D2 u" @# l
• Capacity Spectrum Conversions7 q( X, M# ?6 e% G
• Effective Damping Calculation! E1 B6 }+ C9 y5 R, C2 E
• Demand Spectrum Comparisons; @# c Y% Q5 B! e& \4 U2 k
• Performance Point Calculation
9 L ^& ]) b L! R6 P1 N2 N3 Y( P3 z• Summary Reports including Plastic Hinge Deformations
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ETABS DESIGN1 s2 `+ C$ P- A' Z* k9 N4 A
• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,' k( B/ G, `/ u; } B
Italian and Euro Codes
, g' ?3 j9 X; l) d' S• Concrete Frame Design for ACI, UBC, British, Canadian, New4 x. ^: |1 o1 m/ d$ b+ I9 m# m: R
Zealand, Indian, Mexican and Euro Codes
# D9 z* h, o0 b• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
0 x* E2 v7 ?. g2 W! u1 T; ?/ n• Concrete Shear Wall Design for American, British & Canadian Codes: B2 I) D5 O+ k$ B- C
• Automated Steel Joist (K or KCS) Selection
& g7 s% J: r3 y( V• Design for Static and Dynamic Loads
5 G7 x# u. j( R0 @! Y' n• Floor Vibration Analysis with Murray Damping
( V+ H$ K9 l- ~1 A6 d' A• Automatic Calculation of Moment Magnification Factors
& a N# o- i" s2 V( n7 W( u• Automatic Calculation of K-Factors & P-Delta Effects
( l+ A* p; ?2 O" T/ R- V) x: k• Steel Frame Design Offers Automatic Member Selection7 n3 B0 |. U* X1 m! m% d
• Seismic Requirements for Special Moment-Resisting Frames1 z0 l, N0 m% M9 g0 v! u7 F
• Automatic Tributary-Area Live Load Reduction
3 q/ L' i+ E j4 ]# S• Graphical Section Designer for Complex and Built-Up Shapes
! x( ?5 T, k" l Y- B4 l+ N• Special Moment Beam Types for Steel Frames9 r. Y, o* H. B1 C+ {; Z
• Virtual Work Based Optimization for Lateral Deflections8 `$ C# w" F4 }5 i C! I0 r
• Camber and Stud Requirements for Composite Beams
! j) E$ p( V% J# Z( t ]• Grouping for Design Envelopes2 I( F1 V, Q' L8 u* e
• Designed for Biaxial-Moment/Axial-Load Interaction
+ S& Z( C/ o# f4 U" r• Seismic Check of Beam/Column Joints in Concrete Frames
) |& H: \5 H* a• Automated Effects of Panel-Zone Deformations on Lateral Drift
& _% [2 i; W% D* S5 P7 d6 x• Doubler Plate and Continuity Plate Design [9 y7 v$ y0 { `. E8 m; ^
• Seismic Design for Concentric/Eccentrically Braced Steel Frames. N. I; S% i: E8 r0 f* m) {
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
6 o+ Y& q' O7 m. g• Shored and Un-Shored Design for Composite Beams
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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
% \5 ^: U+ v( p0 b2 c/ e1) Download the Standalone installation for ETABS V9.7.3.
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Or
7 c1 B [* X( p6 _Download the Network installation for ETABS V9.7.3.
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Download the full CD with ETABS V9.7.3 d( f R G. v
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2) Download the Standalone installation for CSiXRevit 2009 and 2010( i1 j; ~$ n) F, \1 ^3 K$ i0 S
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:6 k1 T! l! P$ n0 j* m! G! a4 b6 c
3 T) l! b0 F; j& u k; X9 D1) Exporting from Revit Structure to create a new ETABS model' K. a, X7 {$ n3 u; E& U3 n$ s- y9 I; Y
2) Exporting from Revit Structure to update an existing ETABS model+ i/ D; E: }2 s" F% O, B& ^( s( b
3) Importing from ETABS to create a new Revit Structure model; E) {) i+ t( K2 _# `# n1 V( D* J
4) Importing from ETABS to update an existing Revit Structure model.
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The CSiXRevit link is a powerful integration tool, allowing you to maximize the capabilities of ETABS and Revit® Structure 2012.
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% Y) ?; W! w8 g, |2 VHave fun!
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Đăng lúc 25/8/2011 03:15:07
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