Effect of Cast-in-Place Beams on Seismic Performance of Precast Shear Walls

1. Jaillon, L., and Poon, C. S., “Sustainable Construction Aspects of Using Prefabrication in Dense Urban Environment: A Hong Kong Case Study,” Construction Management and Economics, V. 26, No. 9, 2008, pp. 953-966. doi: 10.1080/0144619080225904310.1080/01446190802259043 ↗

2. Lee, D. H.; Park, M. K.; Ju, H. E.; Han, S. J.; and Kim, K. S., “Strengths of Thick Prestressed Precast Hollow-Core Slab Members Strengthened in Shear,” ACI Structural Journal, V. 117, No. 2, Mar. 2020, pp. 129-140. doi: 10.14359/5172020310.14359/51720203 ↗

3. Jaillon, L., and Poon, C. S., “The Evolution of Prefabricated Residential Building Systems in Hong Kong: A Review of the Public and the Private Sector,” Automation in Construction, V. 18, No. 3, 2009, pp. 239-248. doi: 10.1016/j.autcon.2008.09.00210.1016/j.autcon.2008.09.002 ↗

4. Richard, R. B., “Industrialised Building Systems: Reproduction before Automation and Robotics,” Automation in Construction, V. 14, No. 4, 2005, pp. 442-451. doi: 10.1016/j.autcon.2004.09.00910.1016/j.autcon.2004.09.009 ↗

5. Dong, Y. H.; Jaillon, L.; Chu, P.; and Poon, C. S., “Comparing Carbon Emissions of Precast and Cast-in-Situ Construction Methods—A Case Study of High-Rise Private Building,” Construction and Building Materials, V. 99, 2015, pp. 39-53. doi:10.1016/j.conbuildmat.2015.08.14510.1016/j.conbuildmat.2015.08.14510.1016/j.conbuildmat.2015.08.145 ↗

6. Zhang, D. C.; Fleischman, R.; and Lee, D. H., “Verification of Diaphragm Seismic Design Factors for Precast Concrete Office Buildings,” Earthquakes and Structures, V. 20, No. 1, 2021, pp. 13-27. doi: 10.12989/sem.2019.71.6.643

7. Han, S. J.; Lee, D. H.; and Kim, K. S., “Web-Shear Capacity of Prestressed Composite Inverted Multi-Tee Slabs,” ACI Structural Journal, V. 118, No. 3, May 2021, pp. 295-304. doi: 10.14359/5173053810.14359/51730538 ↗

8. Heo, I. W.; Kang, H.; Lee, D. H.; Oh, J. Y.; Lee, J. M.; and Kim, K. S., “Performance-Based Fire Behavior Analysis for Underground Parking Structures,” International Journal of Urban Sciences, V. 20, Supplement 1, 2016, pp. 90-100. doi: 10.1080/12265934.2016.117816510.1080/12265934.2016.117816510.1080/12265934.2016.1178165 ↗

9. Comodromos, E. M.; Papadopoulou, M. C.; and Konstantinidis, G. K., “Effects from Diaphragm Wall Installation to Surrounding Soil and Adjacent Buildings,” Computers and Geotechnics, V. 53, 2013, pp. 106-121. doi: 10.1016/j.compgeo.2013.05.00310.1016/j.compgeo.2013.05.003 ↗

10. Gudjon, O. J., “Functional Requirements for Permanent Diaphragm Walls,” master’s thesis, Department of Civil and Environmental Engineering, Chalmers University of Technology, Gothenburg, Sweden, 2014, 62 pp.

11. Shu, J.; Sun, J.; Zhang, D.; and Wei, H., “Sequential Measurement and Analysis of Large Underground Retaining Structures by Diaphragm Wall Anchor for the Spring Area,” Advances in Civil Engineering, V. 2019, 2019, pp. 1-21. doi: 10.1155/2019/529142010.1155/2019/5291420 ↗

12. Yao, C.; Yan, Q.; Sun, M.; Dong, W.; and Guo, D., “Rigid Diaphragm Wall with a Relief Shelf to Mitigate the Deformations of Soil and Shallow Foundations Subjected to Normal Faulting,” Soil Dynamics and Earthquake Engineering, V. 137, 2020, p. 106264. doi:10.1016/j. soildyn.2020.10626410.1016/j10.1016/j.soildyn.2020.106264 ↗

13. Sun, C. F.; Liang, S. T.; Zhu, X. J.; Li, H.; Guo, J. M.; Li, G.; Song, Y. M.; and Wu, D. Y., “Experimental Study and Numerical Simulation of Precast Shear Wall with Rabbet-Unbonded Horizontal Connection,” International Journal of Concrete Structures and Materials, V. 14, No. 1, 2020, 16 pp. doi: 10.1186/s40069-019-0379-310.1186/s40069-019-0379-3 ↗

14. KDS 41 17 00, “Building Seismic Design: Standard,” Architectural Institute of Korea, Seoul, Korea, 2019, 123 pp.

15. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 623 pp.

16. ASCE 7-16, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2016.

17. Lee, D.; Kang, T. H. K.; Ju, H.; Moon, S.-W.; and Yang, I.-S., “Seismic Performance of Reinforced Concrete Column-Foundation Connections Using Combo-Type Mechanical Splices,” ACI Structural Journal, V. 116, No. 5, Sept. 2019, pp. 173-186. doi: 10.14359/5171676610.14359/51716766 ↗

18. El-Tawil, S.; Kuenzli, C. M.; and Hassan, M., “Pushover of Hybrid Coupled Walls. I: Design and Modeling,” Journal of Structural Engineering, ASCE, V. 128, No. 10, 2002, pp. 1272-1281. doi: 10.1061/(ASCE)0733-9445(2002)128:10(1272)10.1061/(ASCE)0733-9445(2002)128:10(1272) ↗

19. ACI Committee 374, “Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2-13),” American Concrete Institute, Farmington Hills, MI, 2013, 18 pp.

20. ASCE/SEI 41-17, “Seismic Rehabilitation of Existing Buildings,” American Society of Civil Engineers, Reston, VA, 2017.

21. Ameen, S.; Lequesne, R. D.; and Lepage, A., “Diagonally Reinforced Concrete Coupling Beams with Grade 120 (830) High-Strength Steel Bars,” ACI Structural Journal, V. 117, No. 6, Nov. 2020, pp. 199-210. doi: 10.14359/5172806710.14359/51728067 ↗

22. Zhang, W.; Lee, D. H.; Ikechukwu, O.; and Okonkwo, M., “Nonlinear Shear Analysis of Corroded RC Beams Considering Bond Mechanism,” ACI Structural Journal, V. 118, No. 6, Nov. 2021, pp. 47-61. doi:10.14359/5173299610.14359/5173299610.14359/51732996 ↗

23. Zhang, W.; Lee, D. H.; Lee, C. J.; Zhang, X. H.; and Ikechukwu, O., “Bond Performance of SFRC Considering Random Distributions of Aggregates and Steel Fibers,” Construction and Building Materials, V. 291, 2021, p. 123304. doi: 10.1016/j.conbuildmat.2021.12330410.1016/j.conbuildmat.2021.123304 ↗