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Showing 1 to 5 of 5 for “"Beam-Column Joints"”.

  1. An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints

    … the United States and throughout the world. The beam-column (BC) joints are the most crucial regions in a RC moment frame structure as any deterioration of strength and/or stiffness in these areas can lead to global collapse of the structure. Thus, accurate simulations of the joint behavior are …

    vt Repository record for An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints (opens in a new tab)

  2. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames

    … environment in areas with seismic hazards. The beam-to-column joints of these frames are key components that have a significant impact on the structure's behavior. Modern detailing provides sufficient strength within these joints to transfer the forces between the beams and the columns during a …

    vt Repository record for Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames (opens in a new tab)

  3. ANCHORAGE OF HEADED REINFORCING BARS IN CONCRETE

    … of 32 No. 8 headed bars anchored in simulated column-foundation joints represented by bars anchored in slabs, all but two with reinforcement in the plane of the slab, and six lapped-slplice specimens without confining reinforcement containing No. 6 headed bars and an analysis of these tests …

    ku Repository record for ANCHORAGE OF HEADED REINFORCING BARS IN CONCRETE (opens in a new tab)

  4. Monolithic beam to external column joints in reinforced concrete

    … are concerns about the shear behaviour of HSC beams and BCJ used in the construction of these buildings. HSC beams have equal or less shear resistance compared to normal strength concrete (NSC) beams [2], and the brittleness of HSC material could be unsuitable for BCJ as confinement stirrups …

    westminster Repository record for Monolithic beam to external column joints in reinforced concrete (opens in a new tab)

  5. The Effects of Shear Deformation in Rectangular and Wide Flange Sections

    … not considered in structural analysis of beams and frames. But shear deformations in members with low clear span-to-member depth ratio will be higher than normally expected, thus adversely affecting the stiffness of these members. Inclusion of shear deformation in analysis requires the …

    vt Repository record for The Effects of Shear Deformation in Rectangular and Wide Flange Sections (opens in a new tab)