Abstract
To examine the seismic performance of Monolithic Precast Concrete Shear Wall (MPCSW) structure, a 1/5-scaled twelve-story model is designed and investigated by shaking table test, and connections between the precast elements and their impact on seismic performance of the overall model are comprehensively inspected and analyzed. Based on the testing results, the structural responses are divided into elastic stage and plastic stage, and the variations of dynamic characteristics, cracking and failure pattern, seismic responses of the model are accordingly presented. The experimental results indicate that most of critical cracks of the MPCSW model locate on the coupling beams and horizontal connections of precast concrete shear walls, and the fundamental frequency exhibits a successively decreasing trend during the entire testing process. Furthermore, The MPCSW model is designed in accordance with Chinese codes meets the requirement for the seismic fortification intensity of eight, and shows an adequate safety margin to resist collapse in the case of 0.90 g.
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References
ACI 318–11 (2011}). Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, Michigan, USA, pp. 330
Buckingham, E. (1914). “On physical similar system; Illustrations of the Use of dimensional equations.” Physical Review, Vol. 4, No. 4, pp. 345–376, DOI: 10.1103/PhysRev.4.345.
Cao, W. L., Zhao, C. J., Zhang, J. W., and Chang, W. H. (2008). “Earthquake simulation test on short pier RC shear wall structure with concealed bracings.” Journal of Building Structures, Vol. 29, No. 1, pp. 49–56, DOI: 10.14006/j.jzjgxb.2008.01.008.
Cauvin, A. and Zanon, P. (1984). “Test results on key joints of large panel prefabricated buildings subject to cyclic reversed actions.” Proceedings of the Eighth World Conference on Earthquake Engineering, San Francisco, California, pp. 765–772.
Chakrabarti, S. C., Nayak, G. C., and Paul, D. K. (1988). “Shear characteristics of cast-in-place vertical joints in story-high precast wall assembly.” ACI Structure Journal, Vol. 85, No. 1, pp. 30–45, DOI: 10.14359/2965.
Chen, Z. X., Jiang, H. B., Zhang, J. Q., Wu, B., Tian Y. B., and Liu Q. Q. (2011). “Pseudo-dynamic substructure test on precast reinforced concrete shear wall structure.” Journal of Building Structures, Vol. 32, No. 6, pp. 41–50, DOI: 10.14006/j.jzjgxb.2011.06.012.
Cleland, N. M. (2008). “Structural integrity and progressive collapse in large-panel precast concrete structural systems.” PCI Journal, PCI, Vol. 53, No. 4, pp. 54–61, DOI: 10.15554/pcij.07012008.55.61.
FIB Bulletin 27 (2003). Seismic design of precast concrete building structure, Sprint-Digital-Druck Stuttgart, pp. 130.
FIB Bulletin 43 (2003). Structural connections for precast concrete buildings, Sprint-Digital-Druck Stuttgart, pp. 247.
Fintel, M. (1995). “Performance of buildings with shear walls in earthquake in the last thirty years.” PCI Journal, Vol. 40, No. 3, pp. 62–80, DOI: 10.15554/pcij.05011995.62.80.
Frosch, R. J. (1999). “Shear transfer between concrete elements using steel pipe connection.” ACI Structural Journal, Vol. 96, No. 6, pp. 1003–1008, DOI: 10.14359/776.
GB 18306–2015 (2015). Seismic ground motion parameters zonation map of China, National Standards of the People's Republic of China. Standards Press of China, China.
GB 50011–2010 (2010). Code for seismic design of buildings, National Standards of the People's Republic of China, China Architecture & Building Press, China.
Ghosh, S. K. and Ned C. (2007). Seismic design of precast/prestressed concrete, MNL-140-07 1sted, PCI, Chicago.
Harris, H. G. and Iyengar, S. (1980). “Full-scale tests on horizontal joints of large panel precast concrete buildings.” PCI Journal, Vol. 25, No. 2, pp. 72–92, DOI: 10.15554/pcij.03011980.72.92.
Harris, H. G. and Sabnis, G. M. (1999). Structural modeling and experimental techniques, Chapter 11, CRC press LLC, Boca Raton.
Hashim, M. S. and Sinan, Y. H. (1991). “Prediction of ultimate shear strength of vertical joints in large panel structures.” ACI Structure Journal, Vol. 88, No. 2, pp. 204–213, DOI: 10.14359/3073.
JGJ 1–2014 (2014). Technical specification for precast concrete structures, Industry standards of the People's Republic of China, China Architecture & Building Press, China.
JGJ 101–2015 (2015). Specification of testing methods for earthquake resistant building, Industry standards of the People's Republic of China, China Architecture & Building Press, China.
JGJ 107–2016 (2016). Technical specification for mechanical splicing of steel reinforcing bars, Industry standards of the People's Republic of China, China Architecture & Building Press, China.
JGJ 3–2010 (2010). Technical specification for concrete structures of tall building, Industry standards of the People's Republic of China, China Architecture & Building Press, China.
Lee, L. H., Yi, W. H. and Seo, S. Y. (1996). “Shaking table test of precast concrete wall structure.” Eleventh World Conference on Earthquake Engineering, paper No. 167.
Li, N. B., Qian, J. R., Liu, S. W., Zhao, Z. Z., and Ye, L. P. (2016). Experimental study on seismic behavior of precast shear walls with partial vertical distributed steel bars pressed sleeve splicing.” China Civil Engineering Journal, Vol. 49, No. 7, pp. 36–48, DOI: 10.15951/j.tmgcxb.2016.07.003.
Nascimbene, R., Brunesi, E., Bolognini, D., and Bellotti, D. (2015). “Experimental investigation of the cyclic response of reinforced precast concrete framed structures.” PCI Journal, Vol. 60, No. 2, pp. 57–79, DOI: 10.15554/pcij.03012015.57.79.
Negro, P., Bournas, D. A., and Molina, F. J. (2013). “Pseudo-dynamic tests on a full-scale 3-storey precast concrete building: Global response.” Engineering Structures, Vol. 57, No. 4, pp. 594–608, DOI: 10.1016/j.engstruct.2013.05.047.
Oliva, M. G. and Michael, G. (1985). Shaking table tests of large-panel precast concrete building system assembalges, Earthquake Engineering Research Center University of California, Berkeley Richmond.
Oliva, M., Gavrilovic, P., and Clough, R. W. (2010). “Seismic testing of large panel precast walls: comparison of pseudo static and shaking table tests.” Earthquake Engineering & Structural Dynamics, Vol. 19, No. 6, pp. 859–875, DOI: 10.1002/eqe.4290190607.
Panagiotou M. (2008). Seismic design, testing and analysis of reinforced concrete wall buildings, University of California, San Diego.
Park, R. and Paulay, T. (1975). Reinforced concrete structures, John WIiley & Sons, pp. 769.
Pekau, O. A. and Cui, Y. (2006). “Progressive collapse simulation of precast panel shear walls during earthquakes.” Computers & Structures, Vol. 84, No. 5, pp. 400–412, DOI: 10.1016/j.compstruc.2005.09.027.
Pekau, O. A. and Denis, H. (1991). “Seismic response of friction jointed precast panel shear walls.” PCI Journal, Vol. 36, No. 2, pp. 56–71, DOI: 10.15554/pcij.03011991.56.71.
Qian, J. R., Han, W. L., Zhao, Z. Z., Qin, H., Zhang, Y., Yu, J., Ma, T., and Tian, D. (2017). “Pseudo-dynamic substructure test on a 3-story full-scale model of prefabricated concrete shear wall structure with rebar splicing by grout sleeves.” Journal of Building Structures, Vol. 38, No. 3, pp. 26–38, DOI: 10.14006/j.jzjgxb.2017.03.003.
Qian, J. R., Yang, X. K., Qin, H., Peng, Y. Y., Zhang J. M., and Li, J. S. (2011). “Tests on seismic behavior of precast shear walls with various methods of vertical reinforcement splicing.” Journal of Building Structures, Vol. 32, No. 6, pp. 51–59, DOI: 10.14006/j.jzjgxb.2011.06.013.
Robert, R. J. (1999). “Panel connections for precast concrete infill walls.” ACI Structure Journal, Vol. 96, No. 4, pp. 467–472, DOI: 10.14359/682.
Soudki, K. A., Rizkalla, S. H., and Daikiw, R. W. (1995). “Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 2: prestressed connections.” PCI journal, Vol. 40, No. 5, pp. 82–96, DOI: 10.15554/pcij.09011995.82.96.
Soudki, K. A., Rizkalla, S. H., and Leblanc, B. (1995). “Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 1: Mild steel connections.” PCI Journal, Vol. 40, No. 4, pp. 78–96, DOI: 10.15554/pcij.07011995.78.96.
Sun, J., Qiu, H., and Lu, Y. (2016). “Experimental study and associated numerical simulation of horizontally connected precast shear wall assembly.” Structural Design of Tall & Special Buildings, Vol. 25, No. 13, DOI: 10.1002/tal.1277.
Wang, W., Li, A. Q., Jia H., and Zhou, D. H. (2015). “Shaking table test of precast concrete shear wall isolation structure.” Journal of Building Structures, Vol. 36, No. 6, pp. 35–43, DOI: 10.14006/j.jzjgxb.2015.06.005.
Zhen, Y. F. and Guo, Z. X. (2016). “Experimental study and finite element analysis on behavior of deformed gout-filled pipe splice.” Journal of Building Structures, Vol. 37, No. 3, pp. 94–102, DOI: 10.14006/j.jzjgxb.2016.03.012.
Zheng, Y. F. and Guo, Z. X. (2016). “Structural performance of innovative grout sleeve splicing for rebars under cyclic loading.” Journal of Hunan University (Natural Sciences), Vol. 43, No. 11, pp. 131–140, DOI: 10.16339/j.cnki.hdxbzkb.2016.11.018.
Zhou, Y. and Lu, X. L. (2012). “The experimental method and technology of shaking table test about building structure.” Science Press, Bei**g, pp. 9–20.
Zhu, Z. and Guo, Z. (2016). “Experimental study on emulative hybrid precast concrete shear walls.” KSCE Journal of Civil Engineering, Vol. 21, No. 1, pp. 329–38, DOI: 10.1007/s12205-016-0620-4.
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Qin, C.G., Bai, G.L., Xu, Y.Z. et al. Shaking Table Test on Seismic Responses of a Monolithic Precast Concrete Shear Wall Structure. KSCE J Civ Eng 22, 3903–3918 (2018). https://doi.org/10.1007/s12205-018-0888-7
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DOI: https://doi.org/10.1007/s12205-018-0888-7