Design Methodology for Unbonded Post-Tensioned Rocking Walls
Source abstract
Abstract
The American Concrete Institute (ACI) is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational programs, certification programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Seismic Performance and Analysis · Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (15)
Show source-provided references
1. Aaleti, S., and Sritharan, S., 2011, “Performance Verification of the PreWEC Concept and Development of Seismic Design Guidelines,” CCEE Report 02/11, Iowa State University, Ames, IA.
2. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 520 pp.
3. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
4. ACI Committee 550, 2019, “Requirements for Design of a Special Unbonded Post-Tensioned Precast Shear Wall Satisfying ACI 550.6 (ACI 550.7) and Commentary,” American Concrete Institute, Farmington Hills, MI, 20 pp.
5. ASCE/SEI 41-17, 2017, “Seismic Evaluation and Retrofit of Existing Buildings,” American Society of Civil Engineers, Reston, VA.
6. Belleri, A.; Schoettler, M. J.; Restrepo, J. I.; and Fleischman, R. B., 2014, “Dynamic Behavior of Rocking and Hybrid Cantilever Walls in a Precast Concrete Building,” ACI Structural Journal, V. 111, No. 3, May-June, pp. 661-671. doi: 10.14359/5168677810.14359/51686778 ↗
7. Gavridou, S.; Wallace, J. W.; Nagae, T.; Matsumori, T.; Tahara, K.; and Fukuyama, K., 2017a, “Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. I: Overview and Experimental Results,” Journal of Structural Engineering, ASCE, V. 143, No. 6, p. 04017034.10.1061/(ASCE)ST.1943-541X.0001755 ↗
8. Gavridou, S.; Wallace, J. W.; Nagae, T.; Matsumori, T.; Tahara, K.; and Fukuyama, K., 2017b, “Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. II: Analytical Studies,” Journal of Structural Engineering, ASCE, V. 143, No. 6, p. 04017035.10.1061/(ASCE)ST.1943-541X.0001756 ↗
9. Henry, R. S., 2011, “Self-Centering Precast Concrete Walls for Buildings in Regions with Low to High Seismicity,” PhD thesis, University of Auckland, Auckland, New Zealand.
10. Liu, Q. Z., 2016, “Study on Interaction between Rocking-Wall System and Surrounding Structure,” PhD thesis, University of Minnesota, Twin Cities, Minneapolis-Saint Paul, MN.
11. Perez, F. K., 2004, “Experimental and Analytical Lateral Load Response of Unbonded Post-Tensioned Precast Concrete Walls,” PhD thesis, Lehigh University, Bethlehem, PA.10.15554/pci.rr.seis-008 ↗
12. Priestley, M. J. N.; Sritharan, S.; Conley, J.; and Pampanin, S., 1999, “Preliminary Results and Conclusions from the PRESSS Five-Story Precast Concrete Test Buildings,” PCI Journal, V. 44, No. 6, pp. 42-67. doi: 10.15554/pcij.11011999.42.6710.15554/pcij.11011999.42.67 ↗
13. Restrepo, J. I., and Rahman, M. A., 2007, “Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators,” Journal of Structural Engineering, ASCE, V. 133, No. 11, pp. 1560-1570. doi: 10.1061/(ASCE)0733-9445(2007)133:11(1560)10.1061/(ASCE)0733-9445(2007)133:11(1560) ↗
14. Schoettler, M. J., 2010, “Seismic Demands in Precast Concrete Diaphragms,” PhD thesis, University of California San Diego, San Diego, CA.
15. Smith, B., 2012, “Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions,” PhD thesis, Department of Civil Engineering and Geological Sciences, University of Notre Dame, South Bend, IN.10.1061/9780784412367.136 ↗