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Showing 1 to 11 of 11 for “"ETABS"”.

  1. Jarðskjálftahönnun í CSi Etabs : Ingólfshvoll

    … í álagsgreiningar forritinu Etabs frá CSi. Verkefnið sameinar viðfangsefni fjölda áfanga á tækni- og verkfræðisviði en jarðskjálftahönnunin sjálf er höfundi ókunnug þegar verkefnið hefst þar sem jarðskjálftahönnun hefur ekki verið kennd við bakkalár nám í tæknifræði við …

    reykjavik Repository record for Jarðskjálftahönnun í CSi Etabs : Ingólfshvoll (opens in a new tab)

  2. Structural Optimization using the Principle of Virtual Work and an Analytical Study on Metal Buildings

    … was written to work in accordance with SAP90 and ETABS. This program became outdated once newer versions of SAP90 and ETABS were released. Starting with version 11 of SAP2000, Computers and Structures released an Open Application Programming Interface (OAPI) which allowed programmers efficient …

    vt Repository record for Structural Optimization using the Principle of Virtual Work and an Analytical Study on Metal Buildings (opens in a new tab)

  3. Seismic Performance Comparison of a Fixed-Base Versus a Base-Isolated Office Building

    … using modal response spectrum analysis in ETABS. In the analysis phase, nonlinear time history analyses at DBE and MCE levels are conducted in PERFORM-3D to obtain the related floor accelerations and interstory drifts. Finally, in the performance assessment phase, probable damage costs are …

    calpoly Repository record for Seismic Performance Comparison of a Fixed-Base Versus a Base-Isolated Office Building (opens in a new tab)

  4. Performance-Based Analysis of a Reinforced Concrete Shear Wall Building

    … walls, shear walls, performance-based analysis, ETABS, Perform-3D, flat plate, two-way slab.</p>

    calpoly Repository record for Performance-Based Analysis of a Reinforced Concrete Shear Wall Building (opens in a new tab)

  5. Seismic retrofitting of the Ste-Justine Hospital in Montreal

    … and by steel cross bracings were compared using Etabs. The two models presented lateral displacements smaller than the deflection criterion of 1:300, but the concrete shear wall model was found to be the one generating the smallest displacements.

    mit Repository record for Seismic retrofitting of the Ste-Justine Hospital in Montreal (opens in a new tab)

  6. Identification of Physical Changes to a Steel Frame

    … ratios of the newly changed structure. An ETABS computer model was developed to represent the frame. This baseline model produced natural frequencies and mode shapes that closely matched the values determined by FVT. The mass and stiffness of this baseline model were then changed multiple …

    calpoly Repository record for Identification of Physical Changes to a Steel Frame (opens in a new tab)

  7. A comparative study : the dynamic behavior of tall buildings with diagrid and hexagrid structural systems subjected to seismic loads

    … were constructed in commercial software ETABS. For each height, one benchmark diagrid structure and two hexagrid structures using horizontal and vertical configurations were modeled. ASCE 7-10 Code based linear dynamic Modal Response Spectrum Analyses and modal analyses were then carried …

    mit Repository record for A comparative study : the dynamic behavior of tall buildings with diagrid and hexagrid structural systems subjected to seismic loads (opens in a new tab)

  8. Quantifying the Life Cycle Benefits of Performance-Based Design in Sustainable Design

    … the ASCE 41-06 linear static procedures and ETABS models.</p> <p>The overall cost and cost difference for building the two structures were determined using RSMeans reference manuals. The structural upgrade cost from LS to IO is roughly 1.6% of the $33.4 million initial building cost for a …

    calpoly Repository record for Quantifying the Life Cycle Benefits of Performance-Based Design in Sustainable Design (opens in a new tab)

  9. Response of soil–foundation–structure interaction of tall building (frame-wall) structural system under seismic effect

    … two popular software packages i.e.ABAQUS and ETABS package to solve the three-dimensional problem of soil foundation structure response under seismic effect. The results obtained from the software will then be compared with those obtained by experimental work. Based on the literature review, …

    salford Repository record for Response of soil–foundation–structure interaction of tall building (frame-wall) structural system under seismic effect (opens in a new tab)

  10. Estudio numérico de conexiones tipo End-Plate conectadas por eje débil en columnas tipo Wide-Flange

    … conexión, en el programa de análisis estructural ETABS 2016 se modeló un edificio de oficinas de 4 pisos de altura compuesto por marcos a momento ubicado en Santiago, Chile, y su diseño fue hecho de acuerdo a lo establecido por la norma NCh433 Diseño sísmico de edificios y por las especificaciones …

    chile Repository record for Estudio numérico de conexiones tipo End-Plate conectadas por eje débil en columnas tipo Wide-Flange (opens in a new tab)