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Book Analytical Lateral Load Response of Unbonded Post tensioned Cast in place Concrete Special Structural Walls with Bonded Or Debonded Longitudinal Mild Steel Reinforcement

Download or read book Analytical Lateral Load Response of Unbonded Post tensioned Cast in place Concrete Special Structural Walls with Bonded Or Debonded Longitudinal Mild Steel Reinforcement written by Sonam Srivastava and published by . This book was released on 2013 with total page 258 pages. Available in PDF, EPUB and Kindle. Book excerpt: This research was sponsored by the Charles Pankow Foundation.

Book Seismic Design and Analysis of Unbonded Post tensioned Precast Wall Systems

Download or read book Seismic Design and Analysis of Unbonded Post tensioned Precast Wall Systems written by Sriram R. Aaleti and published by . This book was released on 2005 with total page 228 pages. Available in PDF, EPUB and Kindle. Book excerpt: Following the satisfactory response of the unbonded post-tensioned precast concrete jointed wall system tested for seismic performance as part of the PREcast Seismic Structural Systems (PRESSS) test building, a set of design guidelines was published. Based on these guidelines, Thomas & Sritharan (2003) developed a procedure to analyze the unbonded jointed wall systems. The primary objective of this research is to improve this analysis procedure so that it can be applied to analyze both unbonded post-tensioned single walls and jointed wall systems. Using the experimental data from PRESSS test building, ATLSS research center single wall tests, the accuracy of this analysis procedure and that based on the monolithic beam analogy (MBA) are examined. It was found that both the analysis methods predicted the moment resistance of the walls adequately at the given base rotation. Based on these analysis procedures, revised set of design guidelines are proposed for design of precast jointed wall systems with unbonded post-tensioning steel. A detailed investigation on the influence of several wall parameters on the lateral load behavior of jointed wall system is conducted and a new jointed wall concept refer to as the "jointed wall-column (JWC) system" is proposed. It is shown by analysis that, the JWC system will be more economical than that of an equivalent jointed wall system tested in the PRESSS building.

Book Proceedings of 17th Symposium on Earthquake Engineering  Vol  1

Download or read book Proceedings of 17th Symposium on Earthquake Engineering Vol 1 written by Manish Shrikhande and published by Springer Nature. This book was released on 2023-08-28 with total page 769 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents select proceedings of the 17th Symposium on Earthquake Engineering organized by the Department of Earthquake Engineering, Indian Institute of Technology Roorkee. The topics covered in the proceedings include engineering seismology and seismotectonics, earthquake hazard assessment, seismic microzonation and urban planning, dynamic properties of soils and ground response, ground improvement techniques for seismic hazards, computational soil dynamics, dynamic soil–structure interaction, codal provisions on earthquake-resistant design, seismic evaluation and retrofitting of structures, earthquake disaster mitigation and management, and many more. This book also discusses relevant issues related to earthquakes, such as human response and socioeconomic matters, post-earthquake rehabilitation, earthquake engineering education, public awareness, participation and enforcement of building safety laws, and earthquake prediction and early warning system. This book is a valuable reference for researchers and professionals working in the area of earthquake engineering.

Book Experimental Laboratory Procedures for the Construction and Testing of Seismic Resistant Unbonded Post tensioned Special Reinforced Concrete Walls

Download or read book Experimental Laboratory Procedures for the Construction and Testing of Seismic Resistant Unbonded Post tensioned Special Reinforced Concrete Walls written by Moises Rivera and published by . This book was released on 2013 with total page 135 pages. Available in PDF, EPUB and Kindle. Book excerpt: This research investigates the experimental lateral load response of an unbonded post-tensioned cast-in-place concrete special structural wall with bonded longitudinal mild steel reinforcement under the action of quasi-static lateral load. The objective of this report is to describe the procedures for the construction and testing of the wall and to present a summary of testing results. The unbonded post-tensioned cast-in-place concrete special structural wall with bonded longitudinal mild steel reinforcement provides energy dissipation through the yielding of the boundary and web longitudinal steel reinforcement. This steel reinforcement extends from the wall into the foundation block. Additionally, self-centering capabilities are provided by the unbonded post-tensioning strands that extend from the foundation block to the top of the wall. It was found that the limit states that characterize the lateral load response of an unbonded post-tensioned cast-in-place structural wall with longitudinal mild bonded steel reinforcement occurred as presented by Srivastava (2013). Also, yielding of the longitudinal mild steel reinforcement was effective as an energy dissipator. However, self-centering capabilities were greatly diminished after the yielding of the longitudinal bars at a drift of approximately 0.5%. Therefore, self-centering capabilities were greatly limited by the insufficiency of the restoring force provided by post-tensioning. Finally, results showed that initial residual drift of 0.2% occurred as early as the longitudinal bars started to yield which occurred at 0.6%.

Book Lateral Load Behavior and Design of Unbonded Post tensioned Precast Concrete Walls with Ductile Vertical Joint Connectors

Download or read book Lateral Load Behavior and Design of Unbonded Post tensioned Precast Concrete Walls with Ductile Vertical Joint Connectors written by Felipe de Jesus Perez and published by . This book was released on 1998 with total page 402 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Proceedings of the 2nd International Conference on Advanced Civil Engineering and Smart Structures

Download or read book Proceedings of the 2nd International Conference on Advanced Civil Engineering and Smart Structures written by TianQiao Liu and published by Springer Nature. This book was released on with total page 581 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Shake Table Testing and Analytical Modeling of a Full Scale  Four Story Unbonded Post Tensioned Concrete Wall Building

Download or read book Shake Table Testing and Analytical Modeling of a Full Scale Four Story Unbonded Post Tensioned Concrete Wall Building written by Sofia Gavridou and published by . This book was released on 2015 with total page 284 pages. Available in PDF, EPUB and Kindle. Book excerpt: The level of structural damage and the associated economic impact caused by recent earthquakes worldwide have spurred an increased interest in high performance seismic resisting systems that can sustain severe earthquakes with minimal damage. A particularly efficient high performance wall system consists of precast concrete panels vertically post-tensioned to the foundation with unbonded post-tensioning steel. The system relies on the vertical unbonded post-tensioning steel for flexural strength and re-centering, while mild bonded steel bars provide energy dissipation and additional flexural strength. Under lateral loading, the traditional plastic hinge mechanism, associated with structural damage and the potential for large residual deformation, is replaced by a controlled rocking mechanism at the wall-to-foundation interface that allows the system to undergo large nonlinear displacements with minimal damage and minor residual deformations. This thesis presents experimental results from a dynamic test on a full-scale, four-story precast concrete building that utilized unbonded post-tensioned (UPT) walls in one principal direction of response and bonded post-tensioned concrete frames in the orthogonal direction. The building was subjected to simultaneous three-dimensional shaking using recorded ground motions from the 1995 Kobe earthquake. The excellent performance of the test building in the wall direction of response, exhibiting minimal damage and no residual deformations, confirms that UPT walls are a viable alternative to conventional reinforced concrete (RC) structural walls. In addition to providing experimental evidence of seismic performance of UPT walls incorporated into a building system, the tests provided valuable insight into issues typically not addressed in component-level experimental studies, such as the role of the floor diaphragm, influence of component interactions, and contributions of three-dimensional responses and torsion. As evidenced by the E-Defense test building, these effects need to be considered to obtain realistic estimates of lateral resistance and displacement demands. The tests also provided a wealth of data against which design methodologies and analytical models for UPT systems can be benchmarked. Based on a detailed assessment of the E-Defense UPT walls in accordance with ACI ITG-5.2 (2009), and the performance of the UPT walls in the tests, design implications were identified and some revisions to ACI ITG-5.2 were suggested. Finally, an analytical model of the building in the wall direction was developed. Experimental results in this direction were used to assess the ability of the model to capture the dynamic responses and interactions of unbonded post-tensioned structural systems. Correlations between analytical and experimental results were satisfactory for a range of global and local responses, and key aspects of the interaction between components such as framing action and beam elongation effects were adequately reflected in the model.

Book Proceedings of SECON   21

Download or read book Proceedings of SECON 21 written by Giuseppe Carlo Marano and published by Springer Nature. This book was released on 2021-09-03 with total page 1127 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book gathers peer-reviewed contributions presented at the International Conference on Structural Engineering and Construction Management (SECON’21), held on 12-15 May 2021. The meeting served as a fertile platform for discussion, sharing sound knowledge and introducing novel ideas on issues related to sustainable construction and design for the future. The respective contributions address various aspects of numerical modeling and simulation in structural engineering, structural dynamics and earthquake engineering, advanced analysis and design of foundations, BIM, building energy management, and technical project management. Accordingly, the book offers a valuable, up-to-date tool and essential overview of the subject for scientists and practitioners alike, and will inspire further investigations and research.

Book Advances in Seismic Performance and Risk Estimation of Precast Concrete Buildings

Download or read book Advances in Seismic Performance and Risk Estimation of Precast Concrete Buildings written by Andrea Belleri and published by Frontiers Media SA. This book was released on 2022-02-09 with total page 156 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Advances in Building Technology

Download or read book Advances in Building Technology written by M. Anson and published by Elsevier. This book was released on 2002-11-14 with total page 1844 pages. Available in PDF, EPUB and Kindle. Book excerpt: This set of proceedings is based on the International Conference on Advances in Building Technology in Hong Kong on 4-6 December 2002. The two volumes of proceedings contain 9 invited keynote papers, 72 papers delivered by 11 teams , and 133 contributed papers from over 20 countries around the world. The papers cover a wide spectrum of topics across the three technology sub-themes of structures and construction, environment, and information technology. The variety within these categories spans a width of topics, and these proceedings provide readers with a good general overview of recent advances in building research.

Book Proceedings of 17th Symposium on Earthquake Engineering  Vol  2

Download or read book Proceedings of 17th Symposium on Earthquake Engineering Vol 2 written by Manish Shrikhande and published by Springer Nature. This book was released on 2023-07-19 with total page 823 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents select proceedings of the 17th Symposium on Earthquake Engineering organized by the Department of Earthquake Engineering, Indian Institute of Technology Roorkee. The topics covered in the proceedings include engineering seismology and seismotectonics, earthquake hazard assessment, seismic microzonation and urban planning, dynamic properties of soils and ground response, ground improvement techniques for seismic hazards, computational soil dynamics, dynamic soil–structure interaction, codal provisions on earthquake-resistant design, seismic evaluation and retrofitting of structures, earthquake disaster mitigation and management, and many more. This book also discusses relevant issues related to earthquakes, such as human response and socioeconomic matters, post-earthquake rehabilitation, earthquake engineering education, public awareness, participation and enforcement of building safety laws, and earthquake prediction and early warning system. This book is a valuable reference for researchers and professionals working in the area of earthquake engineering.

Book Proceedings of the 9th International Conference on Civil Engineering

Download or read book Proceedings of the 9th International Conference on Civil Engineering written by Guangliang Feng and published by Springer Nature. This book was released on 2023-06-17 with total page 627 pages. Available in PDF, EPUB and Kindle. Book excerpt: This open access book is a compilation of selected papers from the 9th International Conference on Civil Engineering (ICCE2022). The work focuses on novel research findings on seismic technology of civil engineering structures, High-tech construction materials, digitalization of civil engineering, urban underground space development. The contents make valuable contributions to academic researchers and engineers.

Book Analysis and Validation of a Seismic Design Method Proposed for Precast Jointed Wall Systems

Download or read book Analysis and Validation of a Seismic Design Method Proposed for Precast Jointed Wall Systems written by Derek James Thomas and published by . This book was released on 2003 with total page 276 pages. Available in PDF, EPUB and Kindle. Book excerpt: Following the satisfactory response of the unbonded post-tensioned precast concrete wall system tested for seismic performance as part of the PREcast Seismic Structural Systems (PRESSS) test building, a set of design guidelines was published. The primary objective of this research is to evaluate the adequacy of the design guidelines and make appropriate recommendations so that the guidelines can be adopted for design of jointed walls in seismic regions. The test data to date on such systems are those collected during the wall direction testing of the PRESSS test building. Hence, this data set has been employed in the validation process. Furthermore, in order to validate the design guidelines over a range of lateral drift levels, an analytical procedure was first developed by reversing the suggested guidelines. Additionally, because of the shortcomings associated with the use of the equivalent stress block concept in design, an alternative analysis method was also considered, which was based on the monolithic beam analogy recommended for jointed systems. The analytical results from monotonic loading were compared to experimental response of the wall established from the PRESSS test building. It was found that both the analysis methods based on PRESSS and MBA predicted the moment response of the wall adequately. However, utilizing the PRESSS guidelines it was found that the neutral axis depth was overestimated by over 100% and the post-tensioning elongation was underestimated by 26%. It was also revealed that the frame contributed to the moment resistance in the wall direction by as much as 25%.