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The Seismic Behaviour Of 500 Mpa Steel Reinforcement In Reinforced Concrete Beam Column Joints Of Ductile Frames
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Book Synopsis The Seismic Behaviour of 500 MPa Steel Reinforcement in Reinforced Concrete Beam-column Joints of Ductile Frames by : Namir N. Amso
Download or read book The Seismic Behaviour of 500 MPa Steel Reinforcement in Reinforced Concrete Beam-column Joints of Ductile Frames written by Namir N. Amso and published by . This book was released on 2005 with total page 954 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Behaviour of External Reinforced Concrete Beam-column Joints Using Grade 500E Steel by : Meg B. Barton
Download or read book Seismic Behaviour of External Reinforced Concrete Beam-column Joints Using Grade 500E Steel written by Meg B. Barton and published by . This book was released on 2003 with total page 225 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Behavior of Reinforced Concrete Column-to-steel Beam (RCS) Connections with Special Configurations by : Luis Bernardo Fargier-Gabaldón
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:
Book Synopsis The Behavior of Fiber Reinforced Concrete Beam-column Joints Subjected to Earthquake-type Loading by : Paul Robert Gefken
Download or read book The Behavior of Fiber Reinforced Concrete Beam-column Joints Subjected to Earthquake-type Loading written by Paul Robert Gefken and published by . This book was released on 1986 with total page 350 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :Konstantinos G. Megalooikonomou Publisher :Cambridge Scholars Publishing ISBN 13 :1527530361 Total Pages :387 pages Book Rating :4.5/5 (275 download)
Book Synopsis Seismic Assessment and Retrofit of Reinforced Concrete Columns by : Konstantinos G. Megalooikonomou
Download or read book Seismic Assessment and Retrofit of Reinforced Concrete Columns written by Konstantinos G. Megalooikonomou and published by Cambridge Scholars Publishing. This book was released on 2019-02-27 with total page 387 pages. Available in PDF, EPUB and Kindle. Book excerpt: Reinforced concrete columns play a very important role in structural performance. As such, it is essential to apply a suitable analytical tool to estimate their structural behaviour considering all failure mechanisms such as axial, shear, and flexural failures. This book highlights the development of a fiber beam-column element accounting for shear effects and the effect of tension stiffening through reinforcement-to-concrete bond, along with the employment of suitable constitutive material laws.
Book Synopsis Development of Seismic Steel Reinforcement Products and Systems by :
Download or read book Development of Seismic Steel Reinforcement Products and Systems written by and published by . This book was released on 1999 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt: These papers will provide engineers and contractors with up-to-date information on new technologies that are available now to improve the performance of reinforced concrete structures, especially in zones of high seismicity and to make design and construction more cost effective.
Book Synopsis Analytical Modeling of the Seismic Behavior of Precast Concrete Frame Ductile Connections by : Stefano Pampanin
Download or read book Analytical Modeling of the Seismic Behavior of Precast Concrete Frame Ductile Connections written by Stefano Pampanin and published by . This book was released on 2000 with total page 302 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Behavior of RCS Beam-column Subassemblies and Frame Systems Designed Following a Joint Deformation-based Capacity Design Approach by : Xuemei Liang
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:
Book Synopsis Seismic Behavior of Eccentric Reinforced Concrete Beam-column-slab Connections by : Burcu Burak
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:
Book Synopsis State-of-the-art Review of Seismic Behavior of Deficient and Retrofitted Reinforced Concrete Beam Column Joints by : Robert B. Lotus
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.
Book Synopsis Seismic Resistance of Reinforced Concrete Beam-column Joints by : Norman W. Hanson
Download or read book Seismic Resistance of Reinforced Concrete Beam-column Joints written by Norman W. Hanson and published by . This book was released on 1967 with total page 48 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Performance of Reinforced Concrete External Beam-column Joints in Ductile Frames by :
Download or read book Seismic Performance of Reinforced Concrete External Beam-column Joints in Ductile Frames written by and published by . This book was released on 2004 with total page 38 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP by : Dejian Shen
Download or read book Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP written by Dejian Shen and published by Springer Nature. This book was released on with total page 394 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Non-linear Overload Behaviour and Ductility of Reinforced Concrete Flexural Members Containing 500MPa Grade Steel Reinforcement by : Rebecca Jane Gravina
Download or read book Non-linear Overload Behaviour and Ductility of Reinforced Concrete Flexural Members Containing 500MPa Grade Steel Reinforcement written by Rebecca Jane Gravina and published by . This book was released on 2002 with total page 446 pages. Available in PDF, EPUB and Kindle. Book excerpt: Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.
Book Synopsis GFRP-reinforced Concrete Exterior Beam-column Joints Subjected to Seismic Loading by : Mohamed Hasaballa
Download or read book GFRP-reinforced Concrete Exterior Beam-column Joints Subjected to Seismic Loading written by Mohamed Hasaballa and published by . This book was released on 2014 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Reinforced Concrete Ductile Frames Under Earthquake Loadings with Stiffness Degradation by : David So̲leimani
Download or read book Reinforced Concrete Ductile Frames Under Earthquake Loadings with Stiffness Degradation written by David So̲leimani and published by . This book was released on 1978 with total page 1082 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Improving the Performance of Reinforced Concrete Beam-column Joints Designed for Seismic Resistance by : Nicholas J. Brooke
Download or read book Improving the Performance of Reinforced Concrete Beam-column Joints Designed for Seismic Resistance written by Nicholas J. Brooke and published by . This book was released on 2011 with total page 506 pages. Available in PDF, EPUB and Kindle. Book excerpt: The testing of thirteen large scale beam-column joints forms the framework for the content of this thesis. The thirteen tests were divided into three series, each of which investigated an aspect of earthquake resistant design of moment resisting frames. The results obtained from testing the first series of four beam-column joints contradicted the conclusion of earlier research that design criterion specifying the ratio of column depth to bar diameter required to anchor beam longitudinal reinforcement at interior beam-column joints was non-conservative when applied to Grade 500E reinforcement. As a result, a database of approximately 100 beam-column joints was assembled and used to parametrically develop an improved design criterion that was shown to satisfactorily predict experimental performance based on the anchorage length provided. It was also shown in the first part of the thesis that the flexural overstrength factor should be the same irrespective of whether Grade 300E or Grade 500E longitudinal reinforcement is used in a beam. This finding contradicts current New Zealand practice, which specifies a higher flexural overstrength factor for Grade 500E reinforcement. The second set of four tests assessed the performance of beam-column joints constructed using inorganic polymer concrete. The properties of inorganic polymer concrete are similar to those of concrete produced using Portland cement, but the production of inorganic polymer concrete releases 80% less "greenhouse gases" into the atmosphere than the production of Portland cement concrete. The results of these tests showed that satisfactory performance can be expected from beam-column joints designed using existing New Zealand standards but constructed using inorganic polymer concrete. The final series of five tests were conducted to assess the performance of beam-column joints when the joint core was constructed using high performance fibre reinforced cementitious composites (HPFRCC) and contained no conventional transverse reinforcement. The results of this testing showed that satisfactory performance could be achieved when the magnitude of the joint core shear stress was commensurate with the strength of the HPFRCC used. It was also evident that HPFRCC is significantly superior to plain concrete with regards to the anchorage of reinforcement within the joint core. A number of comments were made regarding the practicalities of using HPFRCC joint cores in real structures, from which it was concluded that for most structures HPFRCC joint cores are unlikely to be a practical alternative to conventionally reinforced joint cores.
