Abstract
The historical heritage architecture—Red House is a brick masonry structure, which needs to be lifted as a whole and a new reinforced concrete frame structure built under it to cooperate with the protective comprehensive renovation project. In order to determine the seismic performance of this new and old symbiotic structure, this paper took the peak ground acceleration (PGA) as the ground motion intensity measure (IM), the maximum inter-story displacement ratio θmax as the structural damage measure (DM) for incremental dynamic analysis (IDA). The equivalent amplitude modulation method was used to modulate a series of original seismic waves, and then the nonlinear dynamic elastoplastic time history analysis was carried out through finite element simulation, and a series of IDA curves were obtained. On this basis, the seismic vulnerability analysis was carried out, and the damage probability in each limit state of the new and old symbiotic structure under different earthquake intensity was obtained. The results showed that the slightly damaged, moderately damaged, seriously damaged and collapsed probabilities under the 0.05 g PGA were 68.30, 18.14, 1.08 and 0.0018% respectively, meeting the design requirement of seismic fortification intensity equal to 6-degree. In addition, the finite element analysis results represented that the seismic damage mode of the new and old symbiotic structure was shown as the tensile damage of the new-built frame column bases and beam-column joints spreading upward to the tray beam, and finally penetrating the historical brick wall, causing structural failure.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Conflicts of Interest
The authors declare that they have no conflicts of interest to report regarding the present study.
References
Shi, S., et al.: Theoretical and experimental study on an innovative seismic retrofit solution for old brick masonry buildings. Eng. Struct. 225, 111296 (2020). https://doi.org/10.1016/j.engstruct.2020.111296
Chen, Z., et al.: Experimental study on the shear performance of brick masonry strengthened with modified oyster shell ash mortar. Case Stud. Const. Mater. 13, e00469 (2020). https://doi.org/10.1016/j.cscm.2020.e00469
Yao, X., et al.: Innovative seismic strengthening of historic masonry walls using polymer mortar and steel strips. Eng. Struct. 228, 111507 (2021). https://doi.org/10.1016/j.engstruct.2020.111507
Yao, X., et al.: Study on the pseudo-static tests of typical brick masonry walls in rural China. Gongcheng Lixue/Eng. Mech. 34(6), 198–209 (2017). https://doi.org/10.6052/j.issn.1000-4750.2016.08.0617
Xie, Q., et al.: Shaking table testing and numerical simulation of the seismic response of a typical China ancient masonry tower. Bull. Earthq. Eng. 18(1), 331–355 (2020). https://doi.org/10.1007/s10518-019-00731-z
Chávez, M., Meli, R.: Shaking table testing and numerical simulation of the seismic response of a typical Mexican colonial temple. Earthquake Eng. Struct. Dynam. 41(2), 233–253 (2012). https://doi.org/10.1002/eqe.1127
An, D., Qu, T., Liang, J.: Pseudo-dynamic test of brick masonry under different earthquake motion. Appl. Mech. Mater. 256–259, 2111–2116 (2013). https://doi.org/10.4028/www.scientific.net/AMM.256-259.2111
Karic, A., Atalić, J., Kolbitsch, A.: Seismic vulnerability of historic brick masonry buildings in Vienna. Bull. Earthq. Eng. 20(8), 4117–4145 (2022). https://doi.org/10.1007/s10518-022-01367-2
Kita, A., et al.: Rapid post-earthquake damage localization and quantification in masonry structures through multidimensional non-linear seismic IDA. Eng. Struct. 219, 110841 (2020). https://doi.org/10.1016/j.engstruct.2020.110841
Chen, Z., Yang, X.: Finite element simulation method for brick masonry reinforced with composite materials. Gongcheng Lixue/Eng. Mech. 37(4), 96–104 (2020). https://doi.org/10.6052/j.issn.1000-4750.2019.06.0298
Ge, D., et al.: Seismic collapse simulation of existing masonry buildings with different retrofitting techniques. Earthq. Eng. Eng. Vib. 20(1), 127–139 (2021). https://doi.org/10.1007/s11803-021-2010-2
Luo, W., et al.: Numerical analysis of seismic behavior of masonry walls confined by precast tie-columns. Appl. Mech. Mater. 166–169(3), 2429–2435 (2012). https://doi.org/10.4028/www.scientific.net/AMM.166-169.2429
Repapis, C.: Seismic performance evaluation of existing RC buildings without seismic details. Comparison of nonlinear static methods and IDA. Open Const. Build. Technol. J. 10, 158–179 (2016). https://doi.org/10.2174/1874836801610010158
Liu, D., Chen, H.: Seismic researches on a new assembled monolithic RC structure based on IDA. In: 31st International Conference on Vibroengineering, pp. 37–41. JVE International, Kaunas (2018). https://doi.org/10.21595/vp.2018.19799
Derakhshan, H., et al.: Seismic fragility assessment of nonstructural components in unreinforced clay brick masonry buildings. Earthq. Eng. Struct. Dynam. 49(3), 285–300 (2020). https://doi.org/10.1002/eqe.3238
Vemuri, J., Subramaniam, K.: Seismic fragility assessment of unreinforced masonry shear walls. Springer Sci. Busin. Media Deutschl. GmbH. 74, 1–14 (2020). https://doi.org/10.1007/978-981-15-4079-0_1
PEER Homepage, https://ngawest2.berkeley.edu, last accessed 2023/2/22
GB 50003-2011: Code for design of masonry structures. China Architecture & Building Press, Beijing (2011)
HAZUS99 F.E.M.A.: Earthquake loss estimation methodology: user's manual. Federal Emergency Management Agency, Washington, DC (1999)
GB 50011–2010, GB 50011-2010: Code for seismic design of buildings. China Architecture & Building Press, Beijing (2010)
Acknowledgements
This work was supported by the National Nature Science Foundations of China under grant 51978431 and 52038008; and the Shanghai Science and Technology Development Funds under grant 20DZ1202004 and 20DZ1202400. The authors gratefully acknowledge their financial support.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2024 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
Zou, J., Yang, H., Zhou, B., Xie, X., Yan, J. (2024). Seismic Vulnerability Analysis of Symbiosis of New-Built Structure and Historic Heritage Architecture Based on Incremental Dynamic Analysis. In: Li, S. (eds) Computational and Experimental Simulations in Engineering. ICCES 2023. Mechanisms and Machine Science, vol 143. Springer, Cham. https://doi.org/10.1007/978-3-031-42515-8_15
Download citation
DOI: https://doi.org/10.1007/978-3-031-42515-8_15
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-42514-1
Online ISBN: 978-3-031-42515-8
eBook Packages: EngineeringEngineering (R0)