Transferring Reaction Forces by External Post-Tensioning of Load-Bearing Shear 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: Structural Engineering and Vibration Analysis · Structural Response to Dynamic Loads · Civil and Structural Engineering Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (32)
Show source-provided references
1. ACI Committee 318, 2008, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (ACI 318R-08),” American Concrete Institute, Farmington Hills, MI, 471 pp.
2. 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.
3. ASTM C469/C469M-22, 2022, “Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression,” ASTM International, West Conshohocken, PA.
4. Elfahal, M. M.; Krauthammer, T.; Ohno, T.; Beppu, M.; and Mindess, S., 2005, “Size Effect for Normal Strength Concrete Cylinders Subjected to Axial Impact,” International Journal of Impact Engineering, V. 31, No. 4, pp. 461-481. doi: 10.1016/j.ijimpeng.2004.01.00310.1016/j.ijimpeng.2004.01.003 ↗
5. Gao, D.; Fang, D.; You, P.; Chen, G.; and Tang, J., 2020, “Flexural Behavior of Reinforced Concrete One-Way Slabs Strengthened via External Post-Tensioned FRP Tendons,” Engineering Structures, V. 216, p. 110718. doi: 10.1016/j.engstruct.2020.11071810.1016/j.engstruct.2020.110718 ↗
6. Han, J., and Ye, S.-L., 2006, “A Field Study on the Behavior of a Foundation Underpinned by Micropiles,” Canadian Geotechnical Journal, V. 43, No. 1, pp. 30-42. doi: 10.1139/t05-08710.1139/t05-087 ↗
7. Harajli, M. H., 1993, “Strengthening of Concrete Beams by External Prestressing,” PCI Journal, V. 38, No. 6, pp. 76-88. doi: 10.15554/pcij.11011993.76.8810.15554/pcij.11011993.76.88 ↗
8. Jeon, S.-J.; Park, S. Y.; Kim, S.-H.; Kim, S. T.; and Park, Y., 2015, “Estimation of Friction Coefficient Using Smart Strand,” International Journal of Concrete Structures and Materials, V. 9, No. 3, pp. 369-379. doi: 10.1007/s40069-015-0112-910.1007/s40069-015-0112-9 ↗
9. Joint ACI-ASCE Committee 423, 2016, “Guide to Estimating Prestress Loss (ACI 423.10R-16),” American Concrete Institute, Farmington Hills, MI, 9 pp.
10. Kamash, W. E., and Han, J., 2017, “Numerical Analysis of Existing Foundations Underpinned by Micropiles,” International Journal of Geomechanics, ASCE, V. 17, No. 6, p. 04016126. doi: 10.1061/(ASCE)GM.1943-5622.000083310.1061/(ASCE)GM.1943-5622.0000833 ↗
11. KCI, 2021, “Concrete Structure Design Standard and Commentary,” Korea Concrete Institute, Seoul, South Korea. (in Korean)
12. KICT 2013-167, 2013, “Development of Smart Prestressing and Monitoring Technologies for Prestressed Concrete Bridges,” Korea Institute of Civil Engineering and Building Technology, Goyang-si, South Korea. (in Korean)
13. KICT 2014-171, 2014, “Development of Smart Prestressing and Monitoring Technologies for Prestressed Concrete Bridges,” Korea Institute of Civil Engineering and Building Technology, Goyang-si, South Korea. (in Korean)
14. KICT 2014-207, 2014, “Development of Pre-Loading Method for Reinforcement Piles of Apartment Remodeling,” Korea Institute of Civil Engineering and Building Technology, Goyang-si, South Korea. (in Korean)
15. Kim, D.; Kim, J.; and Jeong, S., 2019, “Estimation of Axial Stiffness on Existing and Reinforcing Piles in Vertical Extension Remodeled Buildings,” Engineering Structures, V. 199, p. 109466. doi: 10.1016/j.engstruct.2019.10946610.1016/j.engstruct.2019.109466 ↗
16. Kim, S.-H., 2019, “Analysis of Prestress Losses in Prestressed Concrete Structures Using Smart Strand,” PhD dissertation, Ajou University, Suwon-si, South Korea. (in Korean)
17. Kim, S. T., 2022, “Performance Evaluation of PS Strand with Built-in Optical Fiber Sensors and Smart Monitoring of Prestressing Force for PSC Structures,” PhD dissertation, Inha University, Incheon, South Korea. (in Korean)
18. Kim, S. T.; Park, Y. H.; Park, S. Y.; Cho, K.; and Cho, J.-R., 2015, “A Sensor-Type PC Strand with an Embedded FBG Sensor for Monitoring Prestress Forces,” Sensors, V. 15, No. 1, pp. 1060-1070. doi: 10.3390/s15010106010.3390/s150101060 ↗
19. KS D 3504, 2021, “Steel Bars for Concrete Reinforcement,” Korean Agency for Technology and Standards, Eumseong-gun, South Korea. (in Korean)
20. KS D 3505, 2019, “Steel Bars for Prestressed Concrete,” Korean Agency for Technology and Standards, Eumseong-gun, South Korea. (in Korean)
21. KS D 3515, 2018, “Rolled Steels for Welded Structures,” Korean Agency for Technology and Standards, Eumseong-gun, South Korea. (in Korean)
22. KS D 7002, 2019, “Uncoated Stress-Relieved Steel Wires and Strands for Prestressed Concrete,” Korean Agency for Technology and Standards, Eumseong-gun, South Korea. (in Korean)
23. Lee, B. J.; Kee, S.-H.; Oh, T.; and Kim, Y.-Y., 2015a, “Effect of Cylinder Size on the Modulus of Elasticity and Compressive Strength of Concrete from Static and Dynamic Test,” Advances in Materials Science and Engineering, V. 2015, No. 580638, pp. 1-12. doi: 10.1155/2015/58063810.1155/2015/580638 ↗
24. Lee, S.-H.; Lee, H.-D.; Shin, K.-J.; and Kang, T. H.-K., 2014, “Shear Strengthening of Continuous Concrete Beams Using Externally Prestressed Steel Bars,” PCI Journal, V. 59, No. 4, pp. 77-92. doi: 10.15554/pcij.09012014.77.9210.15554/pcij.09012014.77.92 ↗
25. Lee, S.-H.; Shin, K.-J.; and Kang, T. H.-K., 2015b, “Flexural Strengthening of Continuous Concrete Beams Using Externally Prestressed Steel Bars,” PCI Journal, V. 60, No. 1, pp. 68-86. doi: 10.15554/pcij60.1-0110.15554/pcij60.1-01 ↗
26. MIDAS IT, 2022, MIDAS Gen On-line Manual, MIDAS Information Technology Co., Ltd., Seongnam-si, South Korea.
27. Rabbat, B. G., and Russell, H. G., 1985, “Friction Coefficient of Steel on Concrete or Grout,” Journal of Structural Engineering, ASCE, V. 111, No. 3, pp. 505-515. doi: 10.1061/(ASCE)0733-9445(1985)111:3(505)10.1061/(ASCE)0733-9445(1985)111:3(505) ↗
28. Saatcioglu, M., and Yalcin, C., 2003, “External Prestressing Concrete Columns for Improved Seismic Shear Resistance,” Journal of Structural Engineering, ASCE, V. 129, No. 8, pp. 1057-1070. doi: 10.1061/(ASCE)0733-9445(2003)129:8(1057)10.1061/(ASCE)0733-9445(2003)129:8(1057) ↗
29. Suntharavadivel, T. G., and Aravinthan, T., 2005, “Overview of External Post-Tensioning in Bridges,” Proceedings of the 2005 Southern Engineering Conference (SREC 2005), Toowoomba, QLD, Australia.
30. Swaddiwudhipong, S.; Lu, H.-R.; and Wee, T.-H., 2003, “Direct Tension Test and Tensile Strain Capacity of Concrete at Early Age,” Cement and Concrete Research, V. 33, No. 12, pp. 2077-2084. doi: 10.1016/S0008-8846(03)00231-X10.1016/S0008-8846(03)00231-X ↗
31. Wang, C., and Han, J.-T., 2021, “Effect of Preloaded Micropiles on the Performance of Foundation Underpinning by Centrifuge Experiments,” Géotechnique Letters, V. 11, No. 1, pp. 1-15. doi: 10.1680/jgele.20.0001610.1680/jgele.20.00016 ↗
32. Wang, C.; Han, J.-T.; and Jang, Y.-E., 2019, “Experimental Investigation of Micropile Stiffness Affecting the Underpinning of an Existing Foundation,” Applied Sciences, V. 9, No. 12, p. 2495. doi: 10.3390/app912249510.3390/app9122495 ↗