SEISMIC PERFORMANCE AND DESIGN OF PRECAST CONCRETE SHEAR WALL STRUCTURAL SYSTEMS

Year 2024, , 53 - 69, 30.06.2024

Shana K. Yaldko , Zeki Hasgür

https://doi.org/10.53600/ajesa.1263669

Abstract

Our understanding of the seismic behavior and constraints of reinforced concrete shear walls was to be improved by this work. The Alto Rio building's collapse as a consequence of an earthquake was evaluated in the first section. The second section made use of information from a three-dimensional seismic simulation test on a four-story, precast post-tensioned concrete shear wall structure that was built to scale. The aim was to create useful structural engineering models, perform analytical simulations to verify the structural models' capacity to mimic behaviors that are significant to structural engineers, and determine whether the analysis tools now available are enough to represent dynamic behavior.

Keywords

Seismic behaviour, Earthquake, Structural Engineering

References

• Balkaya, Can, and Erol Kalkan. 2003. “Nonlinear Seismic Response Evaluation of Tunnel Form Building Structures.” Computers and Structures 81(3):153–65. doi: 10.1016/S0045-7949(02)00434-0.
• Cement, Portlan D. 1976. PORTLAN’D CEMENT RillEJ ASSOCIATION III EARTHQUAKE RESISTANT STRUCTURAL WALLS-TESTS OF ISOLATED WALLS NATIONAL TECHNICAL INFORMATION SERVICE.
• Date, Publication. 2014. “UC Berkeley Electronic Theses and Dissertations Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.”
• Lu, Yuan, and Marios Panagiotou. 2014. “Three-Dimensional Cyclic Beam-Truss Model for Nonplanar Reinforced Concrete Walls.” Journal of Structural Engineering 140(3). doi: 10.1061/(asce)st.1943-541x.0000852.
• Magna, C. E., and S. K. Kunnath. 2012. “Simulation of Nonlinear Seismic Response of Reinforced Concrete Structural Walls.” The 15th Wolrd Conference on Earthquake Engineering (2006):1–10.
• Maruta, Makoto, and Kimiya Hamada. 2010. “Shaking Table Tests on Three Story Precast Prestressed Concrete Frame.” Journal of Structural and Construction Engineering 75(648):405–13. doi: 10.3130/aijs.75.405.
• Mohd Ali, Ahmad Zurisman, and Jay Sanjayan. 2016. “The Spalling of Geopolymer High Strength Concrete Wall Panels and Cylinders under Hydrocarbon Fire.” MATEC Web of Conferences 47:0–4. doi: 10.1051/matecconf/20164702005.
• Panagiotou, Marios, Geonwoo Kim, and Andre Barbosa. 2009. “Response Verification of a Reinforced Concrete Bearing Wall Building Located in An Area of High Seismic Hazard.” (Report No. SN2961).
• Parra, P. F., and J. P. Moehle. 2014. “Lateral Buckling in Reinforced Concrete Walls.” NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (August 2019). doi: 10.4231/D3V40K05Q.
• Vulcano, A., Vitelmo V. Bertero, and Vincenzo Colotti. 1988. “Analytical Modeling of R/C Structural Walls.” 9th World Conference on Earthquake Engineering 41–44.
• Wada, A., H. Sakata, K. Nakano, Y. Matsuzaki, K. Tanabe, and S. Machida. 2006. “Study on Damage Controlled Precast-Prestressed Concrete Structure with P / C MILD-PRESS-JOINT – Part 1 : Overview of P / C Mild-Press-Joint Building Construction and Its Practical Applications.” Proceedings of the 2nd Fib International Congress 1:1–9.
• Wallace, J. W., and J. P. Moehle. 1993. “An Evaluation of Ductility and Detailing Requirements of Bearing Wall Buildings Using Data from the March 3, 1985, Chile Earthquake.” Earthquake Spectra 9(1):137–56. doi: 10.1193/1.1585709.
• Wang, Zhiqi. 2022. “Structural Design and Seismic Analysis of Connecting Corridor in High-Rise Buildings.” Highlights in Science, Engineering and Technology 28:297–304. doi: 10.54097/hset.v28i.4161.
• Welp, Katherine Marie. 1988. “Effective Stiffness of Rectangular Concrete Columns.” (106):1–5.