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Showing 1 to 16 of 16 for “"Reinforced concrete buildings"”.

  1. Wall-to-Floor Interaction in Reinforced Concrete Buildings

    The poor performance of several ductile reinforced concrete (RC) walls in the 2010-2011 Canterbury earthquakes was attributed to an increase in the levels of axial load that the walls sustained during the earthquakes. Among other reasons, it was proposed that that the magnification in the axial …

    auckland-ms Repository record for Wall-to-Floor Interaction in Reinforced Concrete Buildings (opens in a new tab)

  2. Evaluation of Safety of Reinforced Concrete Buildings to Earthquakes

    Made available in DSpace on 2014-12-13T19:31:36Z (GMT). No. of bitstreams: 1 7709146.pdf: 4272535 bytes, checksum: ad244920d9b0290c934d0d2de1b33520 (MD5) Previous issue date: 1976

    uiuc Repository record for Evaluation of Safety of Reinforced Concrete Buildings to Earthquakes (opens in a new tab)

  3. Inelastic Seismic Response Of Reinforced Concrete Buildings With Floor Diaphragm Openings

    … load resisting systems by diaphragm action. In reinforced concrete buildings, the in-plane flexibility of the floor diaphragms is often ignored for simplicity in practical design: i.e., the floor systems are frequently treated as perfectly rigid diaphragms). In recent building standards: ASCE-7, …

    wustl Repository record for Inelastic Seismic Response Of Reinforced Concrete Buildings With Floor Diaphragm Openings (opens in a new tab)

  4. Drift and Damage Considerations in Earthquake-Resistant Design of Reinforced Concrete Buildings

    … in earthquake-resistant design of medium-rise reinforced concrete building structures is investigated in this study. Simple (linear) methods used to calculate estimates of actual drift can easily be communicated to engineers and architects responsible for design and detailing of a building.

    uiuc Repository record for Drift and Damage Considerations in Earthquake-Resistant Design of Reinforced Concrete Buildings (opens in a new tab)

  5. Approximate Three-Dimensional Analysis of Tall, Reinforced Concrete Buildings by a Multi-Member Element Method

    Made available in DSpace on 2014-12-10T22:21:56Z (GMT). No. of bitstreams: 1 7317232.pdf: 6946342 bytes, checksum: d483dd1ff4bc7e29b70b83f0ee40789d (MD5) Previous issue date: 1972

    uiuc Repository record for Approximate Three-Dimensional Analysis of Tall, Reinforced Concrete Buildings by a Multi-Member Element Method (opens in a new tab)

  6. Probabilistic capacity and seismic demand models and fragility estimates for reinforced concrete buildings based on three-dimensional analyses

    … presents bivariate fragility estimates for reinforced concrete (RC) buildings accounting for their three-dimensional (3D) response to earthquake ground motions conditioning on spectral accelerations in the two planar directions. The fragility estimates are conducted using the demand and …

    uiuc Repository record for Probabilistic capacity and seismic demand models and fragility estimates for reinforced concrete buildings based on three-dimensional analyses (opens in a new tab)

  7. Análise de edifícios pelo método das estruturas equivalentes

    The equivalent frame method for analysing reinforced concrete buildings which is described in the "ACI Building Code Requirements" (ACI-318-77) is suitable for analysing only the gravity loading. This paper adds the analysis of lateral load to the ACI concept. It also presents a new procedure, …

    brazil-uerj Repository record for Análise de edifícios pelo método das estruturas equivalentes (opens in a new tab)

  8. Nonlinear Finite Element Modelling of Reinforced Concrete Frames Retrofitted with Shape Memory Alloy Buckling Restrained Braces

    Reinforced concrete buildings built prior to the enactment of modern seismic provisions are vulnerable when subjected to high-magnitude earthquakes since they lack the capacity to properly dissipate the energy associated with the ground excitation. Therefore, this research aims to investigate the …

    york Repository record for Nonlinear Finite Element Modelling of Reinforced Concrete Frames Retrofitted with Shape Memory Alloy Buckling Restrained Braces (opens in a new tab)

  9. An investigation into the influence of buildability factors on productivity of <em>in situ</em> reinforced concrete construction

    … materials in the construction industry; in situ reinforced concrete.According to the Construction Industry Research and Information Association (CIRIA), buildability is defined as "the extent to which the design of a building facilitates ease of construction, subject to the overall requirements …

    dundee Repository record for An investigation into the influence of buildability factors on productivity of <em>in situ</em> reinforced concrete construction (opens in a new tab)

  10. Modeling the post shear failure behavior of reinforced concrete columns

    Numerous reinforced concrete buildings vulnerable to earthquake induced collapse have been constructed in seismic zones prior to the 1970s. A major contributor to building collapse is the loss of axial load carrying capacity in non-seismically detailed columns. Experimental investigations have …

    texas Repository record for Modeling the post shear failure behavior of reinforced concrete columns (opens in a new tab)

  11. Innovative accessible sunken floor systems for multi-story steel buildings

    … sunken floor systems for multi-story steel buildings with proliferating data cables and mechanical equipment. The terminology of an accessible sunken floor system or a dropped floor system is not new. Sunken floor has been used in reinforced concrete buildings with flat slabs and multi-story …

    mit Repository record for Innovative accessible sunken floor systems for multi-story steel buildings (opens in a new tab)

  12. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls

    Many reinforced concrete buildings in seismic regions employ reinforced concrete shear walls as part of the lateral force resisting system and these walls often have non-planar cross-sectional geometries. To date, the majority of experimental tests on slender concrete walls have been conducted on …

    uiuc Repository record for Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls (opens in a new tab)

  13. Experimental Program for Fiber Reinforced Polymer Retrofit of Reinforced Concrete Diaphragms

    … Strengthening of the diaphragms in older reinforced concrete buildings may be necessary for several reasons, including to enhance seismic performance, address inadequate strength or stiffness, provide missing or incomplete load paths, improve inadequate shear transfer/connection capacity, …

    vt Repository record for Experimental Program for Fiber Reinforced Polymer Retrofit of Reinforced Concrete Diaphragms (opens in a new tab)