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Cyclic Tests Of Structural Walls With Highly Confined Boundary Elements
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Book Synopsis Cyclic Tests of Structural Walls with Highly-confined Boundary Elements by : Eric Michael Hines
Download or read book Cyclic Tests of Structural Walls with Highly-confined Boundary Elements written by Eric Michael Hines and published by . This book was released on 1999 with total page 298 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Cyclic Tests of Structural Walls with Highly-confined Boundary Elements by : Eric Michael Hines
Download or read book Cyclic Tests of Structural Walls with Highly-confined Boundary Elements written by Eric Michael Hines and published by . This book was released on 2001 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Proceedings of the Third National Seismic Conference and Workshop on Bridges and Highways by : Roland Nimis
Download or read book Proceedings of the Third National Seismic Conference and Workshop on Bridges and Highways written by Roland Nimis and published by . This book was released on 2002 with total page 626 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Performance and Building Height Limits of Ductile Reinforced Concrete Masonry Shear Walls with Boundary Elements by : Nader Essam Aly
Download or read book Seismic Performance and Building Height Limits of Ductile Reinforced Concrete Masonry Shear Walls with Boundary Elements written by Nader Essam Aly and published by . This book was released on 2020 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: The National Building Code of Canada, NBCC-15, has recently added a new Seismic Force Resisting System (SFRS) category, ductile shear walls, for Reinforced Concrete Masonry (RCM) buildings. Although it is given a higher ductility-related force modification factor, Rd=3.0, compared to that of moderately ductile walls Rd=2.0, NBCC-15 assigned the same building height limits for the ductile and moderately ductile RCM walls. The research work outlined herein contributes to the understanding of the seismic performance and collapse capacity of ductile RCM shear wall buildings with boundary elements. The main objective is to develop component and system levels, solutions and design recommendations to enhance the overall seismic performance of RCM buildings. At the component (structural element) level, it is proposed to utilize RCM shear walls with boundary elements built using C-shaped masonry blocks. To quantify the component's seismic performance, six half-scale high-rise RCM shear walls were constructed and tested under high constant axial compressive load, along with in-plane fully reversed cyclic loading synchronized with top moment. The tested walls represented the plastic hinge region of prototype 6- and 12-storey RCM structural walls. The studied parameters are the boundary element's length, the boundary element's vertical reinforcement ratio, the wall's shear span-to-depth ratio, the type of masonry blocks used in constructing the boundary elements (stretcher or C-shaped), and the lap splicing of vertical rebars in the plastic hinge region. At the system (building) level, a hybrid structural system composed of ductile and gravity walls is proposed. The ductile walls are RCM shear walls with boundary elements, whereas the gravity walls are conventional rectangular RCM walls with no special seismic detailing. Several archetype buildings were designed according to NBCC-15 and the Canadian masonry design standard CSA S304-14 with varying heights, location's seismicity, ductile shear wall ratios and cross-sectional configurations. Validated macro-modelling approaches were utilized to simulate the nonlinear response of the buildings. A series of linear and nonlinear, pseudo-static and dynamic time-history analyses were performed to quantify the influence of the studied parameters on the seismic response and collapse capacity. Besides, the possibility of increasing the height limits of ductile RCM shear walls was evaluated. Finally, the potential for reducing and terminating the specially detailed boundary elements over the building's height was investigated. The results of the experimental testing confirmed that the presence of the well-detailed and confined boundary elements is capable of mitigating the impacts of the high axial compression load. Using the C-shaped masonry blocks instead of the regular stretcher blocks in constructing the boundary elements enhanced the construction and performance of the walls. Lap splicing of vertical rebars increased the initial lateral stiffness, the rate of stiffness and strength degradation, and slightly limited the displacement ductility. However, with proper detailing of the splice and confinement of the end zones, the premature tensile bond failure was prevented. Based on the findings of the numerical simulations, it was suggested to increase the height limits of RCM buildings with ductile shear walls with boundary elements. In addition, the results emphasized that utilizing the ductile walls with boundary elements, instead of the traditional rectangular walls, in the proposed hybrid structural system enhanced the structural response and optimized the design. Furthermore, the results demonstrated the possibility of vertically reducing and terminating the specially detailed boundary elements. Therefore, the experimental and numerical results of this research form a step forward in presenting RCM shear walls with boundary elements as a practical and competitive SFRS.
Book Synopsis The Seismic Design Handbook by : Farzad Naeim
Download or read book The Seismic Design Handbook written by Farzad Naeim and published by Springer Science & Business Media. This book was released on 1989-08-31 with total page 476 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book California State Publications written by and published by . This book was released on 2002 with total page 868 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Proceedings of the 7th International Conference on Earthquake Engineering and Seismology by : Eren Uckan
Download or read book Proceedings of the 7th International Conference on Earthquake Engineering and Seismology written by Eren Uckan and published by Springer Nature. This book was released on with total page 535 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Proceedings of 2021 4th International Conference on Civil Engineering and Architecture by : Thomas Kang
Download or read book Proceedings of 2021 4th International Conference on Civil Engineering and Architecture written by Thomas Kang and published by Springer Nature. This book was released on 2022-01-31 with total page 624 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book states that the proceedings gathers selected papers from 2021 4th International Conference on Civil Engineering and Architecture (ICCEA 2021), which was taken place in Seoul, South Korea, during July 10-12, 2021. The conference is the premier forum for the presentation of new advances and research results in the fields of theoretical, experimental, and practical civil engineering and architecture. And this proceedings from the conference mainly discusses architectural design and project management, environmental protection and spatial planning, design and analysis of building materials, and structural engineering and safety. And these materials can be useful and valuable sources for researchers and professionals working in the field of civil engineering and architecture.
Book Synopsis Cyclic Tests of Shear Walls Confined with Double Head Studs by : Syed Salman Mobeen
Download or read book Cyclic Tests of Shear Walls Confined with Double Head Studs written by Syed Salman Mobeen and published by . This book was released on 2002 with total page 388 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Publisher :World Scientific ISBN 13 : Total Pages :771 pages Book Rating :4./5 ( download)
Download or read book written by and published by World Scientific. This book was released on with total page 771 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 Quasi-static Cyclic Tests on Three Hybrid Fibre Concrete Structural Walls by : Davide Buzzini
Download or read book Quasi-static Cyclic Tests on Three Hybrid Fibre Concrete Structural Walls written by Davide Buzzini and published by vdf Hochschulverlag AG. This book was released on 2006 with total page 214 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Proceedings of the Canadian Society of Civil Engineering Annual Conference 2022 by : Rishi Gupta
Download or read book Proceedings of the Canadian Society of Civil Engineering Annual Conference 2022 written by Rishi Gupta and published by Springer Nature. This book was released on with total page 1270 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :FIB – International Federation for Structural Concrete Publisher :FIB - Féd. Int. du Béton ISBN 13 :4990914805 Total Pages :920 pages Book Rating :4.9/5 (99 download)
Book Synopsis 11th PhD Symposium in Tokyo Japan by : FIB – International Federation for Structural Concrete
Download or read book 11th PhD Symposium in Tokyo Japan written by FIB – International Federation for Structural Concrete and published by FIB - Féd. Int. du Béton. This book was released on 2016-08-01 with total page 920 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Failure of Plain and Spirally Reinforced Concrete in Compression by : Frank Erwin Richart
Download or read book The Failure of Plain and Spirally Reinforced Concrete in Compression written by Frank Erwin Richart and published by . This book was released on 1929 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Performance of Hollow Rectangular Reinforced Concrete Bridge Piers with Confined Corner Elements by : Eric Michael Hines
Download or read book Seismic Performance of Hollow Rectangular Reinforced Concrete Bridge Piers with Confined Corner Elements written by Eric Michael Hines and published by . This book was released on 2002 with total page 690 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :FIB – International Federation for Structural Concrete Publisher :FIB - Féd. Int. du Béton ISBN 13 :888997205X Total Pages :709 pages Book Rating :4.8/5 (899 download)
Book Synopsis 2nd fib Congress in Naples Italy Vol1 by : FIB – International Federation for Structural Concrete
Download or read book 2nd fib Congress in Naples Italy Vol1 written by FIB – International Federation for Structural Concrete and published by FIB - Féd. Int. du Béton. This book was released on 2006-06-01 with total page 709 pages. Available in PDF, EPUB and Kindle. Book excerpt: