ETABS v9.6 LINEAR AND NONLINEAR STATIC AND DYNAMIC ANALYSIS AND DESIGN OF BUILDING SYSTEMS FOR STEEL, CONCRETE AND MASONRY. STRUCTURAL AND EARTHQUAKE ENGINEERING SOFTWARE Win 2000/ XP / Vista HIGHRISE BUILDINGS, MULTIPLE TOWER BUILDINGS, RIGID OR SEMI-RIGID DIAPHRAGMS, RAMPS AND PARKING STRUCTURES, MEZZANINE FLOORS, STEPPED DIAPHRAGM SYSTEMS, LINEAR AND NONLINEAR STATIC AND DYNAMIC ANALYSIS AND DESIGN OF BUILDING SYSTEMS INCLUDING NONSYMETRICAL-GENERAL SHAPED STRUCTURES. FULL 3D BUILDING MODEL, STEEL AND CONCRETE FRAME DESIGN, CONCRETE SHEAR WALL AND SLAB DESIGN, STAGGERED TRUSS BUILDINGS DESIGN, STEEL JOIST DESIGN. DESIGN OPTIMIZATION, CONSTRUCTION SEQUENCE LOADING. RESPONSE SPECTRUM ANALYSIS, LINEAR and NONLINEAR TIME HISTORY ANALYSIS, STATIC PUSHOVER ANALYSIS, BASE ISOLATORS, VISCOUS DAMPERS, STRUCTURAL POUNDING, EARTHQUAKE SIMULATION, STAGED CONSTRUCTION. ETABS IS THE SOLUTION, WHETHER YOU ARE DESIGNING A SIMPLE 2D FRAME or PERFORMING A DYNAMIC ANALYSIS OF A COMPLEX HIGHRISE THAT UTILIZES NONLINEAR DAMPERS FOR INTERSTORY DRIFT CONTROL OR DESIGNING THE HIGHEST BUILDING OF THE WORLD. THIS IS ETABS For nearly 30 years, ETABS has been recognized as the industry standard for Building Analysis and Design Software. Today, continuing in the same tradition, ETABS has evolved into a completely Integrated Building Analysis and Design Environment. The System built around a physical object based graphical user interface, powered by targeted new special purpose algorithms for analysis and design, with interfaces for drafting and manufacturing, is redefining standards of integration, productivity and technical innovation. The integrated model can include Moment Resisting Frames, Braced Frames, Staggered Truss Systems, Frames with Reduced Beam Sections or Side Plates, Rigid and Flexible Floors, Sloped Roofs, Ramps and Parking Structures, Mezzanine Floors, Multiple Tower Buildings and Stepped Diaphragm Systems with Complex Concrete, Composite or Steel Joist Floor Framing Systems. Solutions to complex problems such as Panel Zone Deformations, Diaphragm Shear Stresses, and Construction Sequence Loading are now at your fingertips. ETABS is the solution, whether you are designing a simple 2D frame or performing a dynamic analysis of a complex high-rise that utilizes non-linear dampers for inter-story drift control. In any endeavor, a tool tailored to a task is the most efficient. For buildings, ETABS provides the automation and specialized options needed to make the process of model creation, analysis and design fast and convenient. Tools for laying out floor framing, colums, frames and walls, in either concrete or steel, as well as techniques for quickly generating gravity and lateral loads offer many advantages not available from most general purpose finite element programs. Seismic and wind loads are generated automatically according to the requirements of the selected building code. All of these modeling and analysis options are completely integrated with a wide range of steel and concrete design features. Full dynamic analysis, including nonlinear time-history capabilities for seismic base isolation and viscous dampers, along with static nonlinear pushover features offer state-of-the-art technology to the engineer doing performance design. Powerful features for the selections and optimization of vertical framing members as well as the identification of key elements for lateral drift control provide significant time savings in the design cycle. In addition, because ETABS includes complete and detailed steel and concrete design calculations for beams and columns, braces, walls and slabs, the time typically associated with the transfer of data between analysis and design programs has been eliminated. This design integration, in combination with the fact that ETABS generates CAD output files, means that production drawings can be generated faster and with greater accuracy. ETABS has long been a favorite for the analysis and design of buildings, and whether the project is a one story shopping center or the tallest building in the world, this latest release offers the comprehensive tools needed to produce timely, efficient and elegant engineering solutions. ETABS LEVEL DEFINITION Plus Version: No practical limit on model size. Object based modeling specifically developed for design and analysis of building systems. Use column, beam, brace, wall, ramp and floor objects to design for gravity and lateral loads all within the same model with auto-meshing options for one-way or two-way load transfer. Option to have multiple Cartesian and/or cylindrical coordinate systems. Insertion point options to connect top of beam, bottom of beam or other cardinal point locations. Auto lateral load generation for wind and seismic loads using UBC, IBC, NBCC, ASCE and other standards. Loading options for joint, line (uniform or trapezoidal), surface area, and temperature. Automatic design of steel members, joist design, composite beam design, concrete frame design, and shear wall design with no limits on the types of connections: continuous, moment and/or shear releases. Option to design for different materials within the same model. For example, a steel frame building with filled deck composite beam floors and shear walls can be analyzed and designed within the same model. Static, modal analysis, response spectrum and time history dynamic analysis, and 2nd order P-delta effects all available with the Plus version. User control on how mass is calculated. Tension only and compression only frame elements. Line constraint option to connect mismatched meshes for transfer of shear and moments. Open GL view options for walk-thru. Nonlinear Version: Expands the Plus options to include nonlinear analysis under both static and/or time history loading. Nonlinear analysis for gaps, hooks, friction dampers, tension or compression only, large deformation analysis, base isolators, and pushover analysis per ATC and FEMA criteria including use of plastic hinges (moment vs. rotation, force vs. deflection curves), and basic stage construction analysis. The ETABS has a Section Designer feature as an integral part of the program. The way you access Section Designer is that you go to the Define menu and add a SD Section from the Frame section property box to define nonstandard sections, built-up sections, and/or to specify rebar configurations. An advantage using this feature instead of the Section Builder standalone program is that the sections are available to you to use within the model. The ETABS Package comes with a comprehensive set of printed and online documentation including: User Manuals, Tutorials, Watch and Learn Videos. ETABS, SAP2000 and SAFE input files of real projects which was provided from our users are gathered in Web-Pool and available to our users free of cost. Please contact baser@compengineering.com for more information. The Wilson FNA Method: The ETABS nonlinear time history analysis uses the new numerical Integration technique known as the Wilson FNA (Fast Nonlinear Analysis) Method. The procedure uses an iterative vector superposition algorithm that is extremely efficient for analzing structures with predefined, localized nonlinearity. The method has demonstrated significant reductions in processing times when compared with other nonlinear analysis methods. ETABS MODELING ETABS is available in two levels: Plus (P) and Nonlinear (N). A letter in parenthesis following a feature identifies the version(s) that are associated with it. 2EMHFW%DVHG*UDSKLFDO,QWHUIDFH0RGHO7HPSODWHs for Most Steel & ConcreWH%XLOGLQJ6\VWHPV 0RGHOV&UHDWHG8VLQJ%XLOGLQJ7HUPLQRORJ\%HDP&ROXPQ%UDFH)UDPH2EMHFWV:DOO6ODE'HFN6KHOO 2EMHFWVZLWK,QWHUQDO0HVKLQJ6WRU\'HILQLWLRQVXVLQJWKH&RQFHSWRI6LPLODU6WRULHV&RPPRQ /DEHOLQJRI2EMHFWVEHWZHHQ6LPLODU6WRULHV&RPSOHx 2D and 3D Shear Walls Interacting with Beams & &ROXPQV,QWHJUDWHG*UDSKLFDOSection Designer for Complex FrDPH6KDSHV(GLWLQJZLWK0RYH 0HUJH0LUURUDQG5HSOLFDWH$FFXUDWH'LPHQVLRQLQJZLWK*XLGHOLQHVDQG6QDSSLQJ5LJLG6HPL5LJLG DQG)OH[LEOH)ORRU'LDSKUDJP'HILQLWLRQV3RZHUIXO([WUXVLRQ&RPPDQGIRU*HQHUDWLQJ5DPSV$XWR /LQH&RQVWUDLQWVIRU0LVPDWFKHG:DOO0HVKHV4XLFN'UDZ2SWLRQVIRU2EMHFW&UHDWLRQ'UDZ &RPPDQGIRU(DVLO\$GGLQJ2SHQLQJVWR)ORRUV6XSSRUWIRU0XOWLSOH&RRUGLQDWH6\VWHPV3RZHUIXO *URXSLQJDQG6HOHFWLRQ2SWLRQV$XWRPDWLF*HQHUDWLRQRI&RGH/DWHUDO:LQGDQG6HLVPLF/RDGV Automatic-Permutation of Wind Directions and EccentULFLWLHV7UDQVIHURI/Rads from Decks/Slabs to %HDPVDQG:DOOV9HUWLFDO$UHD/RDGVLQ$Q\6KDSHRU&RQILJXUDWLRQ&UDFNHG3URSHUWLHV±3URSHUW\ 0RGLILFDWLRQ)DFWRUV*UDYLW\3UHVVXUHDQG7KHUPDO/RDGLQJ:LQG/RDGLQJRQ2SHQ6WUXFWXUHV Sequencing Allowing Adding or Removing Objects/LoDGV6XSSRUWV%XLOGLQJVZLWK%DVH,VRODWLRQDQG Inter-Story Dampers ETABS ANALYSIS 6WDWLF'\QDPLF$QDO\VLVIRU)UDPHDQG6KHDU:DOO%XLOGLQJV135HVSRQVH6SHFWUXP$QDO\VLVZLWK (LJHQRU5LW]9HFWRUV133'HOWD$QDO\VLV13$XWRPDWHG&HQWHURI5LJLGLW\&DOFXODWLRQV13 Rigid, Semi-Rigid, Multiple and FlH[LEOH)ORRU'LDSKUDJPV13)UDPH2EMHFWV'UDZQDV0HPEHUV± $XWRPDWLFDOO\0HVKHG13$XWRPDWLF0HVKLQJRI'HFNV6ODEVIRU'LDSKUDJP$QDO\VLV13 Wall/Slab/Deck Modeled with Shell, Plate or MembUDQH7\SHV13$SSOLHG)RUFHDQG*URXQG 'LVSODFHPHQW/RDGLQJ136HLVPLF$FFHOHUDWLRQRU'LVSODFHPHQW7LPH+LVWRU\$QDO\VLV13:LQG /RDG)RUFLQJ)XQFWLRQV13([SOLFLW3DQHO=Rne Deformations (N, P) (IIHFWVRI%HDP&ROXPQ 3DUWLDO)L[LW\13&RQVWUXFWLRQ6HTXHQFH/RDGLQJ$QDO\VLV1)UDPH+LQJHVIRU$[LDO)OH[XUDO 6KHDU7RUVLRQDO%HKDYLRU11RQOLQHDU6WDWLF3XVKRYHU$QDO\VLV19LVFRXV'DPSHUV1%DVH ,VRODWRUV1*DS2EMHFWIRU6WUXFWXUDO3RXQGLQJ11RQOLQHDU7LPH History Analysis with the Wilson )1$0HWKRG1/DUJH'LVSODFHPHQW$QDO\VLV16HTXHQWLDO&RQVWUXFWLRQ$QDO\VLV1 SEQUENTIAL CONSTRUCTION (N) 0RGHO(IIHFWVRI&RQVWUXFWLRQRU'HPROLWLRQ6SHFLI\$FWLYH6WUXFWXUHE\6WRULHVRU*URXSV*HRPHWULF Nonlinear P-Delta and Large DisplaFHPHQWV6HTXHQWLDO&RQVWUXFWLRQ/RDG&DVHVIRU'HVLJQ8VHU Defined Loading PUSHOVER ANALYSIS (N) )(0$$7&)RUFH'HIRUPDWLRQ5HODWLRQVIRU6WHHO&RQFUHWH+LQJHV0RGDO8QLIRUPRU 8VHU'HILQHG/DWHUDO/RDG3DWWHUQV&DSDFLW\6SHFWUXP&RQYHUVLRQV(IIHFWLYH'DPSLQJ&DOFXODWLRQ 'HPDQG6SHFWUXP&RPSDULVRQV3HUIRUPDQFH3RLQW&DOFXODWLRQ6XPPDU\5HSRUWVLQFOXGLQJ3ODVWLF Hinge Deformations ETABS DESIGN 6WHHO)UDPH'HVLJQIRU$,6&$6'/5)'8%&%ULWLVK&DQDGLDQ,WDOLDQDQG(XUR&RGHV&RQFUHWH )UDPH'HVLJQIRU$&,8%&%ULWLVK&DQDGLDQ1HZ=HDODQG,QGLDQ0H[LFDQDQG(XUR&RGHV &RPSRVLWH%HDP'HVLJQIRU$,6&$6'/5)'%ULWLVKDQG&DQDGLDQ&RQFUHWH6KHDU:DOO'HVLJQIRU $PHULFDQ%ULWLVK&DQDGLDQ&RGHV$XWRPDWHG6WHHO-Rist (K or KCS) Selection 'HVLJQIRU6WDWLFDQG '\QDPLF/RDGV)ORRU9LEUDWLRQ$QDO\VLVZLWK0XUUD\'DPSLQJ$XWRPDWLF&DOFXODWLRQRI0RPHQW 0DJQLILFDWLRQ)DFWRUV$XWRPDWLF&DOFXODWLRQRI.)DFWRUV3'HOWD(IIHFWV6WHHO)UDPH'HVLJQ2IIHUV $XWRPDWLF0HPEHU6HOHFWLRQ6HLVPLF5HTXLUHPHQWVIRU6SHFLDO0RPHQW5HVLVWLQJ)UDPHV$XWRPDWLF 7ULEXWDU\$UHD/LYH/RDG5HGXFWLRQ*UDSKLFDO6HFWLRQ'HVLJQHUIRU&RPSOH[DQG%XLOW8S6KDSHV 6SHFLDO0RPHQW%HDP7\SHVIRU6WHHO)UDPHV9LUWXDO:RUN%DVHG2SWLPL]DWLRQIRU/DWHUDO'HIOHFWLRQV Camber and Stud Requirements for Composite Beams *URXSLQJIRU'HVLJQ(QYHORSHV'HVLJQHGIRU Biaxial-Moment/Axial-Load InteractLRQ6HLVPLF&KHFNRI%HDP&ROXPQ-RLQWVLQ&RQFUHWH)UDPHV Automated Effects of Panel-Zone Deformations on /DWHUDO'ULIW'RXEOHU3ODWHDQG&RQWLQXLW\3ODWH 'HVLJQ6HLVPLF'HVLJQIRU&RQFHQtric/Eccentrically Braced Steel FrDPHV'LVSOD\RI5HLQIRUFLQJIRU &ROXPQV%HDPVDQG'6KHDU:DOOV6KRUHGDQG8Q6KRUHG'HVLJQIRU&RPSRVLWH%HDPV ETABS OUTPUT & DISPLAY '3HUVSHFWLYH*UDSKLFDO'LVSOD\V6WDWLF'HIRUPHGDQG0RGH6KDSHV/RDGLQJ'LDJUDPV $QLPDWLRQRI'HIRUPHG6KDSHV)RUFH'LDJUDPVDQG6WUHVV&RQWRXUV,QWHJUated Force Diagrams for :DOO3LHUVDQG6SDQGUHOV6HOHFWLYH5HVXOWV'LVSOD\HG2Q6FUHHQZLWK5LJKW%XWWRQ&OLFN7DEXODU 'LVSOD\RI0RGHO,QSXW2XWSXW*UDSKLFDO Section Cut Definitions foU)RUFHVDQG6WUHVVHV Story Vertical Loads, Shears and Overturning 0RPHQWV2SHQ*/9LHZHU*UDSKLF'LVSOD\RI Displacement and Force 7LPH+LVWRU\5HFRUGV 7LPH+LVWRU\$9,)LOHV5HVSRQVH6SHFWUXP &XUYHVIURP7LPH+LVWRU\$QDO\VLV1RQOLQHDU )RUFH'HIRUPDWLRQ3ORWV1*UDSKLFDO'LVSOD\RI 1RQOLQHDU+LQJH6WDWXV1'HVLJQ&DOFXODWLRQ 6KHHWIRU(DFK0HPEHU&RORU&RGHG6WHHO6WUHVV 5DWLRV*UDSKLFDO'LVSOD\VRI5HLQIRUFLQJ/D\RXWV Biaxial-Moment/Axial-Load Interaction Diagrams for Concrete Frames ETABS DATA EXCHANGE ,03257±(;3257237,216: Autodesk Revit Structure 2009 Import: Import from AutoCAD: Arbitrary nonrectangular grid systems, Framing plans, 3D Framing models; CIS/2 (.step), FrameWorks Plus (.sfc), Strudl-Staad (.gti, .std), Prosteel (.mdb), IFC-TeklaXsteel (.ifc), IGES (.igs), Autodesk Revit Structure (.exr) 2009 Export: Export to AutoCAD: Floor plans w/ composite design info, User defined framing elevations; ACCESS (.mdb), CIS/2 (.step), FrameWorks Plus (.sfc), Prosteel (.mdb), Steel Detailing Neutral File (SNDF)-Xsteel, CSI DETAILER (.adi), IFC-Tekla-Xsteel (.ifc), IGES (.igs), Autodesk Revit Structure (.exr) 2009 Export Stories to SAFE for Foundation Analysis/Design, Capture graphics of any ETABS Window, Cut & Paste Portions of Model to Excel Spreadsheet for Editing ETABS STEEL FRAME DESIGN CAPABILITIES STEEL FRAME AND FLOOR MODELING FEATURES ,QWHJUDWHG2EMHFW%DVHG6WHHO%XLOGLQJ0RGHOV 6SHFLDO0RGHOLQJRISteel Frames with Concrete or Composite )ORRU5LJLG6HPL5LJLG3DUWLDl, Multiple and Flexible Floor 'LDSKUDJPV&UDFNHG3URSHUWLHVDQG/DWHUDO'ULIW&RQWURO Automatic Generation of Code Lateral Wind and Seismic Loads $XWRPDWLF7UDQVIHURI9HUWLFDO/RDGVIURP)ORRU'HFNVWR )UDPLQJ6WHHO)UDPHV,QWHUDFWLQJZLWK&RPSOH['DQG' 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Built,QRU8VHU'HILQHG'DWDEDVH-RLVW&DSDFLWLHVIRU'LIIHUHQW6SDQ/HQJWKV8VHU'HILQHG-RLVW3DUDPHWHU (Depth, Weight & Moment of Inertia) STEEL SEISMIC FRAME DESIGN FEATURES 5HVSRQVH6SHFWUXPDQd Time History Based 6WUXFWXUDO'\QDPLFV6HLVPLF5HTXLUHPHQWVIRU 6SHFLDO0RPHQW5HVLVWLQJ)UDPHV6HLVPLF Requirements for Concentric/Eccentrically Braced )UDPHV&KHFNRI3DQHO=RQHVIRU'RXEOHUDQG &RQWLQXLW\3ODWHV'HVLJQRI,QWHUPHGLDWH6SHFLDO 0RPHQW5HVLVWLQJ)UDPHV,QWHUDFWLYH(YDOXDWLRQRI )ORRU'LDSKUDJP6KHDUV8VLQJ6HFWLRQ&XWV Diaphragm Flexibility Effects to Obtain Chord & &ROOHFWRU)RUFHV(IIHFWVRI$FFLGHQWDO7RUVLRQZLWK Centers of Rigidity STEEL FRAME DESIGN OUTPUT FEATURES &RQWUROOLQJ6WHHO0HPEHU6L]HV&RORU&RGHG &RQWUROOLQJ6WHHO6WUHVV5DWLRV'RXEOHU3ODWH$QG &RQWLQXLW\3ODWH'HVLJQ&RQQHFWLRQ'HVLJQ)RUFHV Design Data in Database Format STEEL DETAILING FEATURES 7(./$,)&&,66WHHO'HWDLOLQJ1HXWUDO)LOH 3UR6WHHO'5HYLW6WUXFWXUH6$)( POWER FEATURES FOR STEEL STRUCTURES (IIHFWVRI&RQVWUXFWLRQ6HTXHQFH/RDGLQJ1 Automated Effects of Panel-Zone 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SECTION DESIGNER: A powerful utility to define frame and wall pier sections for use in analysis and design. It is fully integrated into ETABS. The section can be of any arbitrary shape and they can consist of one or more material properties. Reinforcing bars can be specified for concrete sections. Modification factors for cracked sections. Definition of unsymetrical concrete section with reinforcing and the development of the associated PMM interaction surface for use in the concrete frame design postprocessor integrated within ETABS. Definition of wall pier geometry and reinforcing and development of the associated PMM interaction surface for use in the shear wall design postprocessor. ETABS PLUS FEATURES FULL 3D BUILDING MODEL, LINEAR STATIC AND DYNAMIC ANALYSIS, STEEL AND CONCRETE FRAME DESIGN, COMPOSITE BEAM DESIGN, CONCRETE SHEAR WALL DESIGN, STAGGERED TRUSS AND STEEL JOIST DESIGN THE ELEMENT LIBRARY Underlying the ETABS object-based building models is a comprehensive analysis engine comprised of the following element types. LINE OBJECT: The 3D Beam / Column / Brace (Frame) Element Axial, bending, torsional and shear deformations Multiple non-prismatic segments over element length Ends offset from reference nodes in any direction Automated evaluation of offsets for joint size Moment and shear releases and partial-fixity Point, uniform and trapezoidal loading in any direction Temperature and thermal-gradient loading AREA OBJECT: The 3D Wall / Slab / Deck (Shell) Element Shell, plate or membrane action 7KLFNVKHOORSWLRQ*HQHUDOTXDGULODWHUDORUWULDQJXODUHOHPHQW 2UWKRWURSLFPDWHULDOV6L[GHJUHHVRIIUHHGRPSHUMRLQW8QLIRUPORDGLQDQ\GLUHFWLRQ Temperature and thermal-gradient loading POINT OBJECT: The Joint Element (Spring) Support, Coupled or uncoupled grounded springV)RUFHORDGV*URXQGGLVSODFHPHQWORDGV The LINK ELEMENT 7ZRQRGHOLQHDUVSULQJZLWKGHJUHHVRIIUHHGRP Can be used to model Panel-zone deformations ETABS NONLINEAR FEATURES STATIC PUSHOVER ANALYSIS, NONLINEAR TIME HISTORY ANALYSIS, BASE ISOLATORS, VISCOUS DAMPERS, STRUCTURAL POUNDING ETABS Nonlinear extends the capabilities of the PLUS version to include the following static and dynamic nonlinear analysis options POWER FEATURES FOR STEEL STRUCTURES: (IIHFWVRI&RQVWUXFWLRQ6HTXHQFH/RDGLQJ 7KUHH'LPHQVLRQDO3XVKRYHU$QDO\VLV %XLOGLQJVZLWK%DVH,VRODWLRQDQG,QWHU6WRU\'DPSHUV (OHPHQW%DVHG3'HOWD(ffects for Local Buckling Instabilities POWER FEATURES FOR CONCRETE STRUCTURES (IIHFWVRI&RQVWUXFWLRQ6HTXHQFH/RDGLQJ (IIHFWVRI7LPH'HSHQGHQW&UHHS6KULQNDJH 7KUHH'LPHQVLRQDO3XVKRYHU$QDO\VLV %XLOGLQJVZLWK%DVH,VRODWLRQDQG,QWHU6WRU\'DPSHUV (OHPHQW%DVHG3'HOWD(IIHcts for Local Instabilities %DVH,VRODWLRQ Static Nonlinear Analysis Options Large displacement option Sequential loading option Nonlinear Link Element Used with the Dynamic Nonlinear Analysis option Used as Link, Spring or Panel zone Viscous damper with nonlinear exponent on velocity term Gap (compression only) and Hook (tension only) element Uniaxial plasticity (all 6 degrees of freedom) Base isolator with biaxial-plasticity behavior Base isolator with friction and / or pendulum behavior Force or displacement vs. Time plots Force vs. Deformation plots Plastic Hinge Element Used as Spring, Link, Panel zone or inside Frame Elements Axial, flexural, shear and torsional behavior Axial-load / biaxial-moment interaction Multilinear behavior including softening Tabulated and Graphical display of hinge status Specialization for Static Pushover Analysis FEMA 273, ATC-40 Automated force-deformation relations for steel and concrete hinges Modal, uniform, or user- defined lateral load patterns Start from applied gravity load Capacity Spectrum conversions Effective damping calculation Demand Spectrum comparisons Performance point calculation Summary reports including plastic-hinge deformations Dynamic Nonlinear Analysis Options Construction Sequence Loading Anal\VLV)UDPH+LQJHVIRU$[LDO Flexural, Shear & Torsional Behavior1RQOLQHDU6WDWLF3XVKRYHU$QDO\VLV9LVFRXV'DPSHUV%DVH ,VRODWRUV*DS2EMHFWIRU6WUXFWXUDO3RXQGLQJ1Rnlinear Time History Analysis with the Wilson FNA 0HWKRG/DUJH'LVSODFHPHQW$QDO\VLV6HTXHQWLDO&RQVWUXFWLRQ$QDO\VLV SEQUENTIAL CONSTRUCTION 0RGHO(IIHFWVRI&RQVWUXFWLRQRU'HPROLWLRQ 6SHFLI\$FWLYH6WUXFWXUHE\6WRULHVRU*URXSV *HRPHWULF1RQOLQHDU3'HOWDDQG/DUJH Displacements 6HTXHQWLDO&RQVWUXFWLRQ/RDG&DVHVIRU'HVLJQ 8VHU'HILQHG/RDGLQJ ETABS Version 9.6.0 - Significant New Features $XWRPDWHGODWHUDOORDGLQJIRUEurocode has been implemented: wind, seismic, and responsespectrum functions. $XWRPDWHGODWHUDOORDGLQJIRUthe Australian code has been implemented: wind, seismic, and response-spectrum functions. $XWRPDWHGODWHUDOORDGLQg for the New Zealand code has been implemented: wind, seismic, and response-spectrum functions. &RPSRVLWHEHDPGHVLJQKDVEHHQDGGHGIRUFRGH³$,6&,%&´LQFOXGLQJYLEUDWLRQOLPLW state checking for floors according to &RQFUHWHIUDPHGHVLJQKDVEeen added for Australian code AS 3600-2001, including seismic provisions. 6WHHOIUDPHGHVLJQKDVEHHQDGGHGIRU³(XURFRGH´LQFRUSRUDWLQJWKH1DWLRQDO Annexes for Bulgaria, Slovenia, Norway, and the United Kingdom. Seismic provisions of Eurocode 8 are not included at this time. &RQFUHWHIUDPHGHVLJQIRU³(XURFRGH´KDVbeen updated to include the National Annexes for Slovenia and Norway. 0XOWLSOHHQKDQFHPHQWVKDYHEHHQ made to concrete frame designIRU,QGLDQFRGH³,6´ 0XOWLSOHHQKDQFHPHQWVKDYHEHHQPDGHWRFRQFUHWHVKHDUZDOOGHVLJQIRU,QGLDQFRGH³,6´ 0XOWLSOHHQKDQFHPHQWVKDYHEHHQPDGHWRVWHHOIUDPHGHVLJQIRUWKH³&KLQHVH´FRGH 1XPHURXVRWKHUHQKDQFHPHQWVKDYHEHHQPDGHSDUWLFXODUO\LQWKHDUHDRIWDEXODURXWSXW &6,[5HYLWIRU(7$%6KDVEHHQXSGDWHGWRVXSSRrt both Revit Structure 2009 and 2010, and is available in either 32- or 64-bit versions. The mapping of section properties between ETABS and Revit Structure has been further enhanced. New Features in ETABS Version 9.0.0 ETABS Version 9.0.0 is a new version, and is a direct upgrade from Version 8.5.6. New features include the following. $GGHG6HPLULJLGGLDSKUDJPRSWLRQ$GGHG'HVLJQRXWSXWWR'DWDEDVH$GGHG6WRU\YHUWLFDOORDG VKHDUDQGRYHUWXUQLQJSORWV,PSURYHGSODQGLVSOD\RIPRVWGHVLJQTXDQWLWLHV,PSURYHGDQDO\VLV PRGHOFUHDWLRQWLPH(QKDQFHG0RGHO%XLOGLQJRI:DOOVZLWKRSHQLQJVAdded IBC 2003 seismic and ZLQGORDGV$GGHGDXWRSHUPXWDWLRQRI:LQGGLUHFWLRQVDQGHFFHQWULFLWLHV$GGHG2SHQVWUXFWXUH ZLQGORDGV$GGHG([SRUWWR6$)(9ZLWKSRO\DUHDV8SGDWHG&RQFUHWH)UDPH'HVLJQWR$&, 8SGDWHG&RQFUHWH6KHDUZDOO'HVLJQWR$&,Updated Steel design to AISC-ASD 2001 (Seismic 3URYLVLRQV8SGDWHG6WHHOGHVLJQWR$,6&/5)'6HLVPLF3URYLVLRQV8SGDWHG6WHHO GHVLJQWR$,6&1RWLQLQLWLDOUHOHDVH$GGHG,PSRUW([SRUWIURP$XWRGHVN5HYLW6WUXFWXUDO $GGHG,PSRUW([SRUWIURP3UR6WHHO$GGHG,PSRUW([SRUWIURP,)&8SGDWHG&,6,PSRUW([SRUW $GGHG,PSRUWIURP6758'/$GGHG,PSRUWIURP67$$'8SGDWHG+HOS8SGDWHG0DQXDOV