Behavior Of Reinforced Concrete Exterior Wide Beam Column Slab Connections Subjected To Lateral Earthquake Loading
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Behavior Of Reinforced Concrete Exterior Wide Beam Column Slab Connections Subjected To Lateral Earthquake Loading
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Author : James Michael LaFave
language : en
Publisher:
Release Date : 1997
Behavior Of Reinforced Concrete Exterior Wide Beam Column Slab Connections Subjected To Lateral Earthquake Loading written by James Michael LaFave and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Civil engineering categories.
Joint Shear Behavior Of Reinforced Concrete Beam Column Connections Subjected To Seismic Lateral Loading
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Author :
language : en
Publisher:
Release Date : 2007
Joint Shear Behavior Of Reinforced Concrete Beam Column Connections Subjected To Seismic Lateral Loading written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007 with categories.
Strength And Behavior Of Reinforced Concrete Slab Column Connections Subjected To Static And Dynamic Loadings
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Author : Marvin E. Criswell
language : en
Publisher:
Release Date : 1970
Strength And Behavior Of Reinforced Concrete Slab Column Connections Subjected To Static And Dynamic Loadings written by Marvin E. Criswell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Columns, Concrete categories.
The objectives of this investigation were to study the strength and behavior of slowly (statically) loaded reinforced concrete slab-column connections and to determine the effect of rapid (dynamic) loading on the strength and behavior by comparison with the static test results. Nineteen full-scale models of a connection and adjoining slab area, consisting of a simply supported slab 84 or 94 inches square and 6-1/2 inches thick loaded concentrically on a 10- or 20-inch-square stub column at the center of the slab, were tested. The main variables were the amounts of reinforcement in the slab (p = 0.75 and 1.50 percent), the column size, and the loading speed. Eight specimens were loaded to failure statically, two were subjected to a very rapidly applied load of short duration, and nine were loaded to failure by a rapidly applied load with a rise time chosen to represent the conditions in a blast-loaded structure. The static test results are compared with 12 shear strength prediction methods. Differences between the mechanism of shear failure in slabs and beams are examined. (Author).
Behavior Of External Reinforced Concrete Beam To Column Connections Subjected To Earthquake Type Loading
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Author : Mohammad Reza Ehsani
language : en
Publisher:
Release Date : 1982
Behavior Of External Reinforced Concrete Beam To Column Connections Subjected To Earthquake Type Loading written by Mohammad Reza Ehsani and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1982 with Joints (Engineering) categories.
the additional confinement provided by these elements.
Performance Of Reinforced Concrete Edge Beam Column Slab Connections Subjected To Earthquake Loading
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Author : Myoungsu Sin
language : en
Publisher:
Release Date : 2004
Performance Of Reinforced Concrete Edge Beam Column Slab Connections Subjected To Earthquake Loading written by Myoungsu Sin and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with categories.
The Behavior Of Fiber Reinforced Concrete Beam Column Joints Subjected To Earthquake Type Loading
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Author : Paul Robert Gefken
language : en
Publisher:
Release Date : 1986
The Behavior Of Fiber Reinforced Concrete Beam Column Joints Subjected To Earthquake Type Loading written by Paul Robert Gefken and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1986 with categories.
Reinforced Concrete Wide Beam Column Connections Under Earthquake Type Loading
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Author : Thomas Russell Gentry
language : en
Publisher:
Release Date : 1992
Reinforced Concrete Wide Beam Column Connections Under Earthquake Type Loading written by Thomas Russell Gentry and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Buildings, Reinforced concrete categories.
Failing Behaviors Of Reinforced Concrete Beam Column Connection Subjected To Lateral Load
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Author : Yoichi Higashi
language : en
Publisher:
Release Date : 1969
Failing Behaviors Of Reinforced Concrete Beam Column Connection Subjected To Lateral Load written by Yoichi Higashi and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1969 with Columns categories.
Aci Manual Of Concrete Practice
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Author : American Concrete Institute
language : en
Publisher:
Release Date : 2002
Aci Manual Of Concrete Practice written by American Concrete Institute and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with Concrete categories.
State Of The Art Review Of Seismic Behavior Of Deficient And Retrofitted Reinforced Concrete Beam Column Joints
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Author : Robert B. Lotus
language : en
Publisher:
Release Date : 2011
State Of The Art Review Of Seismic Behavior Of Deficient And Retrofitted Reinforced Concrete Beam Column Joints written by Robert B. Lotus and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2011 with categories.
Beam-column joint is considered a critical region in a structure when subjected to seismic load. Past earthquakes have shown that many of these structures behaved poorly and exhibited a combination of brittle failure at the joint and pullout of the beam longitudinal steel, leading to a rapid degradation of the joint and a precursor to a catastrophic collapse of a structure. Review of existing structures built prior to 1976 have determined concrete joints typically have little or no transverse reinforcement, discontinuous bottom beam reinforcement with insufficient embedment depth, and a common occurrence of column lap splice above the beam-column interface. Previous studies of rebar bond slip behavior, joint shear response, and joint interface - shear response were reviewed culminating in a study of various joint models simulating the behavior of deficient concrete beam-column joint subjected to a seismic load. An experimental test program consisting of three specimens was developed to test the behavior of deficient concrete beam-column joints. Specimen AB1 consists of deficient shear reinforcement at the joint, and will be tested to evaluate the behavior of a deficient reinforced concrete beam-column joint solely on insufficient shear reinforcement. Specimen AB2 is designed according to pre-1976 building standard and lacks sufficient rebar embedment of longitudinal beam reinforcement at the joint and has no shear reinforcement within the joint area. Specimen ACI318 is designed per the specifications of ACI 318-08, and will be used as the control specimen. Experimental results of the test program will eventually be applied as a baseline comparison to proposed state-of-the-art retrofit schemes aimed at enhancing the overall seismic performance of deficient reinforced concrete beam-column joints.