R C Eccentric Beam Column Connections Subjected To Earthquake Type Loading
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R C Eccentric Beam Column Connections Subjected To Earthquake Type Loading
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Author : Gregory Steven Raffaelle
language : en
Publisher:
Release Date : 1992
R C Eccentric Beam Column Connections Subjected To Earthquake Type Loading written by Gregory Steven Raffaelle and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Concrete construction categories.
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.
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.
Original And Repaired Reinforced Concrete Beam Column Subassemblages Subjected To Earthquake Type Loading
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Author : Duane Lok Nin Lee
language : en
Publisher:
Release Date : 1976
Original And Repaired Reinforced Concrete Beam Column Subassemblages Subjected To Earthquake Type Loading written by Duane Lok Nin Lee and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1976 with Buildings categories.
Experimental And Analytical Study Of Internal Beam To Column Connections Subjected To Reversed Cyclic Loading
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Author : AHMAD JAN DURRANI, JAMES K. WIGHT
language : en
Publisher:
Release Date : 1982
Experimental And Analytical Study Of Internal Beam To Column Connections Subjected To Reversed Cyclic Loading written by AHMAD JAN DURRANI, JAMES K. WIGHT and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1982 with categories.
Behavior Of Reinforced Concrete Eccentric And Concentric Beam Column Joints Under Cyclic Loading
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Author : Hua Zhou
language : en
Publisher:
Release Date : 2002
Behavior Of Reinforced Concrete Eccentric And Concentric Beam Column Joints Under Cyclic Loading written by Hua Zhou and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with categories.
Characteristics Of Reinforced Concrete Beam To Column Connections Subjected To Dynamic Loads
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Author : Robert Michael McCafferty
language : en
Publisher:
Release Date : 1972
Characteristics Of Reinforced Concrete Beam To Column Connections Subjected To Dynamic Loads written by Robert Michael McCafferty and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1972 with categories.
Aci Structural Journal
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Author :
language : en
Publisher:
Release Date : 2008
Aci Structural Journal written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Concrete categories.
Concrete Solutions
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Author : Michael Grantham
language : en
Publisher: CRC Press
Release Date : 2009-06-10
Concrete Solutions written by Michael Grantham and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009-06-10 with Technology & Engineering categories.
Concrete repair continues to be a subject of major interest to engineers and technologists worldwide. The concrete repair budget for the UK alone currently runs at some UKP 220 per annum. Some estimates have indicated that, worldwide, in 2010 the expenditure for maintenance and repair work will represent about 85% of the total expenditure in the co
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.