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Behaviour And Analysis Of Reinforced Concrete Walls Subjected To Reversed Cyclic Loading Microform
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Author :Daniel Palermo Publisher :National Library of Canada = Bibliothèque nationale du Canada ISBN 13 :9780612691148 Total Pages :984 pages Book Rating :4.6/5 (911 download)
Book Synopsis Behaviour and Analysis of Reinforced Concrete Walls Subjected to Reversed Cyclic Loading [microform] by : Daniel Palermo
Download or read book Behaviour and Analysis of Reinforced Concrete Walls Subjected to Reversed Cyclic Loading [microform] written by Daniel Palermo and published by National Library of Canada = Bibliothèque nationale du Canada. This book was released on 2002 with total page 984 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behaviour of Reinforced Concrete Subjected to Reversed Cyclic Shear by : David Michael Volpe Ruggiero
Download or read book The Behaviour of Reinforced Concrete Subjected to Reversed Cyclic Shear written by David Michael Volpe Ruggiero and published by . This book was released on 2015 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis REINFORCED CONCRETE STRUCTURAL WALLS WITH STAGGERED OPENING CONFIGURATIONS UNDER REVERSED CYCLIC LOADING by : Aejaz Ali and James K. Wight
Download or read book REINFORCED CONCRETE STRUCTURAL WALLS WITH STAGGERED OPENING CONFIGURATIONS UNDER REVERSED CYCLIC LOADING written by Aejaz Ali and James K. Wight and published by . This book was released on 1990 with total page 259 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Concrete Shear Walls Reinforced with High-Strength Reinforcement Under Reversed Cyclic Loading by : Nima Aghniaey
Download or read book Behaviour of Concrete Shear Walls Reinforced with High-Strength Reinforcement Under Reversed Cyclic Loading written by Nima Aghniaey and published by . This book was released on 2021 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Cracking of Reinforced Concrete Structural Walls Subjected to Cyclic Loading by :
Download or read book Cracking of Reinforced Concrete Structural Walls Subjected to Cyclic Loading written by and published by . This book was released on 2012 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Reinforced Concrete Frames Subjected to Repeated Reversible Loads by : Vitelmo Victorio Bertero
Download or read book Behavior of Reinforced Concrete Frames Subjected to Repeated Reversible Loads written by Vitelmo Victorio Bertero and published by . This book was released on 1962 with total page 122 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Flexural Behavior Including Ductility of Ultra-high-strength Concrete Members Subjected to Reversed Cyclic Loading by : Mahmoud E. Kamara
Download or read book Flexural Behavior Including Ductility of Ultra-high-strength Concrete Members Subjected to Reversed Cyclic Loading written by Mahmoud E. Kamara and published by . This book was released on 1988 with total page 518 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effects of Reversed Cyclic Loading on Local Bond in Reinforced Concrete by : Abdesselam Bourouz
Download or read book Effects of Reversed Cyclic Loading on Local Bond in Reinforced Concrete written by Abdesselam Bourouz and published by . This book was released on 1987 with total page 208 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Studies on Reinforced Concrete Structural Walls by : Ashok Gupta
Download or read book Studies on Reinforced Concrete Structural Walls written by Ashok Gupta and published by . This book was released on 1996 with total page 192 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Reinforced Concrete Under Cyclic Loading by : Kardiyono Tjokrodimuljo
Download or read book Behaviour of Reinforced Concrete Under Cyclic Loading written by Kardiyono Tjokrodimuljo and published by . This book was released on 1985 with total page 193 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Nonlinear Wind Behavior of Reinforced Concrete Walls Coupled with Steel Reinforced Concrete Coupling Beams by : Alexander Patrick Hill
Download or read book Nonlinear Wind Behavior of Reinforced Concrete Walls Coupled with Steel Reinforced Concrete Coupling Beams written by Alexander Patrick Hill and published by . This book was released on 2023 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Coupling beams are links between structural walls within buildings that provide ductility and strength in an earthquake or windstorm. Although seismic design has often been the primary application of nonlinear analysis, there has been recent momentum to develop nonlinear design under modest wind demands. The steel reinforced concrete (SRC) coupling beam, simply an embedded I-beam beam encased in concrete, has been shown to produce proficient levels of strength and ductility under seismic loading demands compared to either conventionally reinforced or diagonally reinforced coupling beams, with recent research exploring the element's performance under nonlinear wind loading demands. This study builds on that research, exploring how the longitudinal wall reinforcement ratio around the beam's embedment affects the behavior of SRC coupling beams.Two half-scale SRC coupling beam specimens were designed for this research using the AISC 341-22 Section H5 provisions. Quasi-static testing was performed, with large amounts of fully reversed cyclic loading applied to the specimen that increased incrementally, with maximum rotations reaching three times the yield rotation. Loading of the beam coincided with shear and moment demands imposed on the wall, along with a constantly applied gravity load to better simulate the actual behavior of a shear wall-coupling beam connection. The wall, too, was designed according to AISC 341 Section H5 while also complying with the requirements of ACI 318-19 Section 18.10.6.5. The amount of wall reinforcement surrounding the steel beam's embedment was the only tested variable, as the loading and design of all other components remained consistent between the two specimens. Both were designed with less reinforcement than what is required by the AISC 341-22 provisions. One specimen had a reinforcement ratio of 0.012 with a boundary element and transverse reinforcement, while the longitudinal reinforcement ratio of the other was 0.0031 and was a continuation of the wall web reinforcement without any transverse reinforcement.The performance of the two specimens contrasted substantially. The first produced favorable hysteretic behavior as damage concentrated at the beam-wall interface with a shear capacity comparable to previously tested designs with significantly more wall reinforcement. The second specimen experienced heavy damage during low loading cycles at the connection and within the embedment as well as significant stiffness degradation. Noticeable stiffness degradation was observed for each specimen. However, the degradation of the first was more consistent with findings from similar tests previously conducted on SRC coupling beams. Wall behavior differed significantly, with one exhibiting nearly no wall stiffness degradation or rotation and the other experiencing large amounts of ratcheting during repeated cycles, which indicates the embedded beam was prying the wall apart at the connection and yielding the reinforcement. Backbone models were developed for the specimen that produced favorable beam behavior, with comparisons being made between initial, final, and average cycle-based models. The energy dissipation of the first test was comparable to that of specimens previously tested and showed minimal pinching despite reaching a peak chord rotation of 4.65%. Differences in peak capacity of the coupling beam between positive and negative loading during displacement cycles were observed and were larger than in previously tested specimens subject to nonlinear wind demands. Despite the stiffness degradation and asymmetry of load capacity, one of the beams showed positive results regarding strength and ductility behavior that aligned with the results of similarly tested beams, indicating that current wall reinforcement requirements, at least for moderate to low wall demands, are overly conservative.
Book Synopsis Non-linear Behaviour of Reinforced Concrete Framed Structures Subjected to Cyclic Loads Including Effects of Flexure, Shear and Torsion by : Nasser Aly Aly El-Ghonemy
Download or read book Non-linear Behaviour of Reinforced Concrete Framed Structures Subjected to Cyclic Loads Including Effects of Flexure, Shear and Torsion written by Nasser Aly Aly El-Ghonemy and published by . This book was released on 1994 with total page 1134 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Reinforced Concrete Masonry Walls Subjected to Combined Axial Loading and Out-of-plane Bending by : Kun Hu
Download or read book Behavior of Reinforced Concrete Masonry Walls Subjected to Combined Axial Loading and Out-of-plane Bending written by Kun Hu and published by . This book was released on 2005 with total page 224 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Experimental and Analytical Studies of Moderate Aspect Ratio Reinforced Concrete Structural Walls by : Thien Anh Tran
Download or read book Experimental and Analytical Studies of Moderate Aspect Ratio Reinforced Concrete Structural Walls written by Thien Anh Tran and published by . This book was released on 2012 with total page 300 pages. Available in PDF, EPUB and Kindle. Book excerpt: Experimental and analytical investigations were conducted to provide insight into the nonlinear cyclic response of moderate aspect ratio reinforced concrete structural walls. Five large-scale cantilever structural wall specimens, subjected to combined constant axial load and reversed cyclic lateral loading, were designed, constructed, instrumented, and tested. The wall specimens were designed to yield in flexure prior to loss of lateral load capacity. Primary test variables included aspect ratio (1.5 and 2.0), axial load level (0.025Agf'c and 0.10Agf'c), and wall shear stress level. Test results showed that substantial loss of lateral load capacity was observed for a variety of reasons, such as diagonal tension, diagonal compression, sliding shear, concrete crushing, and buckling of vertical reinforcement. Test results also indicated that significant strength loss was impacted by wall aspect ratio, axial load level, and wall shear stress level. Although various failure modes were observed for five wall specimens, drift ratio at substantial loss of lateral load capacity was approximately 3.0% for all tests. The average contribution of nonlinear shear deformations to the top lateral displacement varied between approximately 20 and 50%, with lower values for the aspect ratio 2.0 walls. Modeling parameters recommended by ASCE 41-06 and FEMA 356, including effective flexural and shear stiffness values, deformation capacities, and residual strengths, are compared with the corresponding values derived from test results. Current modeling approaches, including both uncoupled (P-M and V independent) and coupled (interaction between P-M and V) models, were used to assess their ability to capture the measured responses for the moderate aspect ratio structural walls. The investigation indicates that both models overestimate lateral load capacity and lateral stiffness, but with notable differences. In general, results for the uncoupled models are less consistent with the test results, indicating that coupled models are needed to adequately capture the responses of moderate aspect ratio walls. The primary shortcoming of the coupled model was the lack of cyclic material models. The detailed response information obtained from the heavily instrumented walls tested in this study provide essential data to develop robust analytical models, including models that account for cyclic nonlinear shear-flexure interaction.
Book Synopsis A METHOD TO ANALYZE THE CYCLIC BEHAVIOR OF SLENDER REINFORCED CONCRETE SHEAR WALLS.. by : Haluk Mehmet Aktan
Download or read book A METHOD TO ANALYZE THE CYCLIC BEHAVIOR OF SLENDER REINFORCED CONCRETE SHEAR WALLS.. written by Haluk Mehmet Aktan and published by . This book was released on 1977 with total page 142 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis On the Structural Behavior of Reinforced Concrete Walls Exposed to Fire by :
Download or read book On the Structural Behavior of Reinforced Concrete Walls Exposed to Fire written by and published by . This book was released on 2016 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Rectangular Concrete Walls Subjected to Simulated Seismic Loading by : Sriram R. Aaleti
Download or read book Behavior of Rectangular Concrete Walls Subjected to Simulated Seismic Loading written by Sriram R. Aaleti and published by . This book was released on 2009 with total page 228 pages. Available in PDF, EPUB and Kindle. Book excerpt: