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Tests On A Minimum Length Lap Splice In Reinforced Concrete Beams In Areas Of Maximum Bending Moment
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Book Synopsis Tests on a Minimum Length Lap-splice in Reinforced Concrete Beams in Areas of Maximum Bending Moment by : Walter R. Fritz
Download or read book Tests on a Minimum Length Lap-splice in Reinforced Concrete Beams in Areas of Maximum Bending Moment written by Walter R. Fritz and published by . This book was released on 1955 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Tests of Reinforced Concrete T-beams by : Arthur Newell Talbot
Download or read book Tests of Reinforced Concrete T-beams written by Arthur Newell Talbot and published by . This book was released on 1907 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Tests of Reinforced Concrete Beams by : Arthur Newell Talbot
Download or read book Tests of Reinforced Concrete Beams written by Arthur Newell Talbot and published by . This book was released on 1904 with total page 496 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Guide to Technical Documents by : Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
Download or read book Guide to Technical Documents written by Naval Civil Engineering Laboratory (Port Hueneme, Calif.) and published by . This book was released on 1974 with total page 374 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Concrete Engineering written by and published by . This book was released on 1907 with total page 210 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Tests of Reinforced Concrete Beams by : John William Buchanan
Download or read book Tests of Reinforced Concrete Beams written by John William Buchanan and published by . This book was released on 1906 with total page 228 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Strength of Reinforced Concrete Beams by : Richard Lewis Humphrey
Download or read book The Strength of Reinforced Concrete Beams written by Richard Lewis Humphrey and published by . This book was released on 1912 with total page 234 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05) by : ACI Committee 318
Download or read book Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05) written by ACI Committee 318 and published by American Concrete Institute. This book was released on 2005 with total page 432 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Guide for Lap Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary by : ACI Committee 408
Download or read book Guide for Lap Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary written by ACI Committee 408 and published by . This book was released on 2009 with total page 8 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Static Tests of Reinforced Concrete Beams by : H. G. Geymayer
Download or read book Static Tests of Reinforced Concrete Beams written by H. G. Geymayer and published by . This book was released on 1968 with total page 134 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behavior and Strength of Lapped Splices in Reinforced Concrete Beams Subjected to Cyclic Loading by : Anthony Daniel Tocci
Download or read book The Behavior and Strength of Lapped Splices in Reinforced Concrete Beams Subjected to Cyclic Loading written by Anthony Daniel Tocci and published by . This book was released on 1981 with total page 562 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book ACI Materials Journal written by and published by . This book was released on 1992 with total page 666 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The Cement Era written by and published by . This book was released on 1910 with total page 422 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behavior of Lapped Splices in Reinforced Concrete Beams Subjected to Repeated Loads by : Fernando Enrique Fagundo
Download or read book The Behavior of Lapped Splices in Reinforced Concrete Beams Subjected to Repeated Loads written by Fernando Enrique Fagundo and published by . This book was released on 1979 with total page 314 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Rock Products written by and published by . This book was released on 1909 with total page 922 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Exposure Tests on Externally Reinforced Concrete Beams by : A. J. J. Calder
Download or read book Exposure Tests on Externally Reinforced Concrete Beams written by A. J. J. Calder and published by . This book was released on 1979 with total page 44 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Evaluation of the Effect of Bottom Bar Splice Location on Performance of Beams in Reinforced Concrete Perimeter Frames by : Jorge Rivera Cruz
Download or read book Evaluation of the Effect of Bottom Bar Splice Location on Performance of Beams in Reinforced Concrete Perimeter Frames written by Jorge Rivera Cruz and published by . This book was released on 2019 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The American Concrete Institute (ACI) Building Code Requirements for Structural Concrete and Commentary (ACI 318-14) indirectly accounts for resistance to progressive collapse by providing requirements for structural integrity in concrete structures. ACI 318-14 structural integrity requirements are intended to provide alternate load paths so that progressive collapse is avoided in the event of the unintended loss of an interior support. ACI 318-14 ยง9.7.7.5 requires that splices of structural integrity reinforcement be designed as Class B splices near mid-span for top reinforcement and near the support for bottom reinforcement. However, ACI 318-14 does not provide a clear definition for the support region where bottom reinforcement splices should be located. In addition, bottom reinforcing bar splices at the face of the support or inside the beam-column joint have the potential for generating congestion and introducing difficulties during construction. Therefore, relocating the splice location outside the joint may improve constructability but it is not clear if this practice will affect the behavior and the load redistribution capacity of the system. The research presented in this dissertation is intended to evaluate the effect of splice location of structural integrity reinforcement on the performance of beams in perimeter frames after loss of an interior or an exterior column in a hypothetical reinforced concrete frame building. The ten-story reinforced concrete building prototype was designed for a low seismic design category following the requirements of the ACI 318-14 Code, excepting Chapter 18. The study includes laboratory testing of three full-scale sub-assemblages of a ten-story reinforced concrete building prototype that simulate the loss of an interior column for the purpose of investigating the effect of bottom lap splice location. The two-span laboratory specimen contains a center column stub where the existing building column was removed to simulate loss of an interior support from an extreme event. The test specimens achieved similar maximum applied force values in the three experiments. After reaching the maximum force, a sudden decrease in the applied force occurred because of shear failure at the exterior end of one of the beams. This failure was generated by loss of aggregate interlock in the concrete after development of the critical diagonal crack. Premature failure of the beam limited the development of catenary action that has been reported to develop at large displacements by other researchers in laboratory experiments of similar specimens, but where seismic design details have been employed. Rotations just prior to the shear failure were similar for the north and south beams in the exterior plastic hinge regions for all specimens. Three-dimensional structural models were built and analyzed using a commercially available structural analysis program (SAP 2000) to investigate the progressive collapse behavior of the ten story prototype concrete building after non-simultaneous removal of an interior and a corner column. The plastic collapse mechanism was captured by assigning nonlinear hinges at critical moment sections of beams and columns using a lumped plasticity approach. Hinges were also assigned at different locations along elements to capture the possibility of hinge formation away from ends of elements after moment redistribution occurred. The moment - curvature relationship of a beam plastic hinge was constructed analytically and subsequently calibrated using the experimental results of Specimen 3. Based on the GSA 2016 Guidelines and the performance on the plastic hinges, the interior perimeter column removal condition met the requirements of prevention for progressive collapse. In contrast, a corner perimeter column removal did not meet the requirements to prevent generating progressive collapse according to the GSA 2016 Guidelines. The research highlights the importance of proper reinforcing detailing of reinforced concrete frames to provide progressive collapse resistance, and the importance of three-dimensional modeling to evaluate moment redistribution of reinforced concrete perimeter frames after loss of supports.