Read Books Online and Download eBooks, EPub, PDF, Mobi, Kindle, Text Full Free.
Download Seismic Behavior Of Eccentric Reinforced Concrete Beam Column Slab Connections full books in PDF, epub, and Kindle. Read online Seismic Behavior Of Eccentric Reinforced Concrete Beam Column Slab Connections ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Author : Burcu Burak
Publisher :
ISBN 13 :
Total Pages : 248 pages
Book Rating : 4.3/5 (91 download)
Download or read book Seismic Behavior of Eccentric Reinforced Concrete Beam-column-slab Connections written by Burcu Burak and published by . This book was released on 2005 with total page 248 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Joint Shear Behavior of Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Loading written by and published by . This book was released on 2007 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Carlos G. Quintero-Febres
Publisher :
ISBN 13 :
Total Pages : 626 pages
Book Rating : 4.3/5 (91 download)
Download or read book Investigation on the Seismic Behavior of RC Interior Wide Beam-column Connections written by Carlos G. Quintero-Febres and published by . This book was released on 1997 with total page 626 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Hamdolah Behnam
Publisher :
ISBN 13 :
Total Pages : 274 pages
Book Rating : 4.:/5 (11 download)
Download or read book Seismic Performance and Failure Mechanisms of Reinforced Concrete Wide Beam-column Connections written by Hamdolah Behnam and published by . This book was released on 2017 with total page 274 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Myoungsu Sin
Publisher :
ISBN 13 :
Total Pages : 426 pages
Book Rating : 4.:/5 (569 download)
Download or read book Performance of Reinforced Concrete Edge Beam-column-slab Connections Subjected to Earthquake Loading written by Myoungsu Sin and published by . This book was released on 2004 with total page 426 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Clay Joshua Naito
Publisher :
ISBN 13 :
Total Pages : 262 pages
Book Rating : 4.:/5 (318 download)
Download or read book Experimental and Computational Evaluation of Reinforced Concrete Bridge Beam-column Connections for Seismic Performance written by Clay Joshua Naito and published by . This book was released on 2001 with total page 262 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Laura N. Lowes
Publisher :
ISBN 13 :
Total Pages : 180 pages
Book Rating : 4.F/5 ( download)
Download or read book Seismic Behavior and Retrofit of Older Reinforced Concrete Bridge T-joints written by Laura N. Lowes and published by . This book was released on 1995 with total page 180 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of experimental tests investigating the seismic response of reinforced concrete beam-column T-joints was recently completed at the University of California, Berkeley. The evaluated connection was representative of an interior beam- column joint from a multi-column bridge frame built in the late 1950's. Three one-third scale models, representing the as-built connection and two retrofit connections, were tested. The results of this research project are an improved understanding of the seismic behavior of lightly reinforced bridge T-joints as well as verification of a design procedure for retrofitting this type of connection.
Author :
Publisher :
ISBN 13 :
Total Pages : 610 pages
Book Rating : 4.:/5 (318 download)
Download or read book ACI Structural Journal written by and published by . This book was released on 2009 with total page 610 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Luis Bernardo Fargier-Gabaldón
Publisher :
ISBN 13 :
Total Pages : 412 pages
Book Rating : 4.3/5 (91 download)
Download or read book Seismic Behavior of Reinforced Concrete Column-to-steel Beam (RCS) Connections with Special Configurations written by Luis Bernardo Fargier-Gabaldón and published by . This book was released on 2005 with total page 412 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Gregory Steven Raffaelle
Publisher :
ISBN 13 :
Total Pages : 522 pages
Book Rating : 4.3/5 (91 download)
Download or read book R/C Eccentric Beam-column Connections Subjected to Earthquake-type Loading written by Gregory Steven Raffaelle and published by . This book was released on 1992 with total page 522 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Robert B. Lotus
Publisher :
ISBN 13 : 9781124677545
Total Pages : 158 pages
Book Rating : 4.6/5 (775 download)
Download or read book State-of-the-art Review of Seismic Behavior of Deficient and Retrofitted Reinforced Concrete Beam Column Joints written by Robert B. Lotus and published by . This book was released on 2011 with total page 158 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Author : Ioannis Sokratis Drakatos
Publisher :
ISBN 13 :
Total Pages : 194 pages
Book Rating : 4.:/5 (962 download)
Download or read book Seismic Behaviour of Slab-column Connections Without Transverse Reinforcement written by Ioannis Sokratis Drakatos and published by . This book was released on 2016 with total page 194 pages. Available in PDF, EPUB and Kindle. Book excerpt: Mots-clés de l'auteur: reinforced concrete flat slabs ; slab-column connection ; seismic loading ; Critical Shear Crack Theory (CSCT) ; interstorey drift ; unbalanced moment ; load history ; deformation capacity ; lateral force-resisting mechanisms ; Effective Beam Width method.
Author : Omar AlHarras
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (13 download)
Download or read book Seismic Behaviour and Nonlinear Modeling of Reinforced Concrete Flat Slab-column Connections written by Omar AlHarras and published by . This book was released on 2015 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Seismic Behavior of Lightly-reinforced Concrete Column and Beam-column Joint Details written by and published by . This book was released on 1990 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Xuemei Liang
Publisher :
ISBN 13 :
Total Pages : 500 pages
Book Rating : 4.3/5 (91 download)
Download or read book Seismic Behavior of RCS Beam-column Subassemblies and Frame Systems Designed Following a Joint Deformation-based Capacity Design Approach written by Xuemei Liang and published by . This book was released on 2003 with total page 500 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : William Harold Townsend
Publisher :
ISBN 13 :
Total Pages : 396 pages
Book Rating : 4.3/5 (91 download)
Download or read book The Inelastic Behavior of Reinforced Concrete Beam-column Connections written by William Harold Townsend and published by . This book was released on 1972 with total page 396 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Austin Ryan Anderson
Publisher :
ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (141 download)
Download or read book Further Investigation of a New RC Slab-column Connection for Improved Seismic Performance of Multi-story Buildings written by Austin Ryan Anderson and published by . This book was released on 2022 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Concrete Filled Steel Tube (CFST) columns have several advantages over reinforced concrete columns in that: (1) the steel tube provides confinement of the concrete and reduces damage to the concrete core, (2) they possess very high shear capacities, (3) the steel tube is placed at the optimum location for flexural resistance, and (4) they sustain large drift demands without damage. CFSTs also accelerate construction since: (1) the steel tube acts as permanent formwork, (2) in a slab-column system, the columns and slabs may be cast simultaneously, (3) most of the internal reinforcement can be eliminated. Previously an experimental program was undertaken to investigate a proposed connection for use in flat-plate construction. The connection consists of steel rings on either side of the column with post-tensioned bolts to connect the rings and provide active confinement to the slab. The forces are transferred from the upper column to the lower column through reinforcement welded to the inside of the tube of the lower column. The ring also increases the critical perimeter for shear. A four-specimen program investigated the impact of the following design variables: (1) ring size, (2) number of bolts within the ring flange, and (3) bolts outside of the ring. A reference specimen using conventional stud-rail detailing was built. This experimental program aimed to further that research by investigating the effect of slab depth on the connection. In addition, two full-scale push-through tests were conducted to better understand the two-way shear behavior of the proposed connection. The conventional stud-rail connection sustained damage at low drift levels, which resulted in loss of strength. This behavior compromises the integrity and resilience of flat-plate buildings. The new connection provides drift capacities of 4% or greater before strength loss and mitigates damage, meeting the structural objective of integrity and resilience after a large seismic event. The research suggests that the ring dimension depends on both the column size and thickness of the slab. Test results showed better behavior with two rows of bolts on the ring flange. Although bolts outside the ring are beneficial, this detail was deemed impractical for new construction but may be viable for increasing shear capacity in retrofit design. Two-way shear strength resulted in a higher capacity for the connection with the larger ring flange and that ACI predictions of capacity were conservative.
