Publication Cover
International Journal of Architectural Heritage
Conservation, Analysis, and Restoration
Volume 15, 2021 - Issue 9
182
Views
1
CrossRef citations to date
0
Altmetric
Research Article

Seismic Behavior of Brick Masonry Walls Representative of Ancient Chinese Pagoda Walls Subjected to In-plane Cyclic Loading

ORCID Icon, ORCID Icon, , &
Pages 1336-1348 | Received 03 Aug 2018, Accepted 27 Sep 2019, Published online: 14 Oct 2019

References

  • Bartoli, G., M. Betti, and S. Giordano. 2013. In situ static and dynamic investigations on the “Torre Grossa” masonry tower. Engineering Structures 52:718–733. doi: 10.1016/j.engstruct.2013.01.030.
  • Bennati, S., W. Salvatore, and L. Nardini. 2015. Dynamic behavior of a medieval masonry bell tower. part i: Experimental measurements and modeling of bell’s dynamic actions. Journal of Structure Engineering 131 (11):1647–55. doi:10.1007/s00707-010-0343-4.
  • Cakir, F., E. Uckan, J. Shen, and B. Akbas. 2016. Seismic performance evaluation of slender masonry towers: A case study. Structure Design and Tall Specific Building 25 (4):193–212. doi:10.1002/tal.1235.
  • Ceroni, F., M. Pecce, and S. Voto. 2007. Historical, architectonic and structural investigations of the Bell Tower of Santa Maria del Carmine Church. Journal of Building Appraisal 3 (2):155–79. doi:10.1057/palgrave.jba.2950068.
  • Chávez, M., and R. Meli. 2012. Shaking table testing and numerical simulation of the seismic response of a typical Mexican colonial temple. Earthquake Engineering Structure and Dynamic 41 (2):233–53. doi:10.1002/eqe.1127.
  • Churilov, S., and E. Dumova-Jovanoska. 2013. In-plane shear behaviour of unreinforced and jacketed brick masonry walls. Soil Dynamics and Earthquake Engineering 50:85–105. doi:10.1016/j.soildyn.2013.03.006.
  • Colapietro, D., A. Fiore, A. Netti, F. Fatiguso, G. C. Marano, M. De Fino, D. Cascella, and A. Ancona. 2013. Dynamic identification and evaluation of the seismic safety of a masonry bell tower in the south of Italy. International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering 12–14 (180):3459–70.
  • Di Fabio, F., A. Gregori, and M. Totani. 2015. Experimental and numerical investigations on historical scaled wall specimens tested in shear-compression configuration. Engineering Structures and Technologies 7 (4):177–88. doi:10.3846/2029882X.2016.1145073.
  • Ferraioli, M., L. Miccoli, D. Abruzzese, and A. Mandara. 2017. Dynamic characterization and seismic assessment of medieval masonry towers. Nat Hazards 86 (2):489–515. doi:10.1007/s11069-016-2519-2.
  • Ivorra, S., and F. J. Pallarés. 2006. Dynamic investigations on a masonry bell tower. Engineering Structures 28 (5):660–67. doi:10.1016/j.engstruct.2005.09.019.
  • Ivorra, S., F. J. Pallarés, and J. M. Adam. 2009. Experimental and numerical results from the seismic study of a masonry bell tower. Advances in Structural Engineering 12 (2):287–93. doi:10.1260/136943309788251641.
  • Kwok, Y. H. (1987). Seismic damage analysis and design of unreinforced masonry buildings. PhD thesis, University of Illinois at Urbana-Champaign. http://hdl.handle.net/2142/14162
  • Magenes, G., and G. M. Calvi. 1997. In-plane seismic response of brick masonry walls. Earthquake Engineering & Structural Dynamics 26 (11):1091–112. doi:10.1002/(sici)1096-9845(199711)26:11<1091::aid-eqe693>3.0.co;2-6.
  • Nakano, M., H. Kumagai, K. Miyakawa, T. Yamashina, H. Inoue, M. Ishida, S. Aoi, N. Morikawa, and P. Harjadi. 2013. Source estimates of the May 2006 Java Earthquake. Eos Transactions American Geophysical Union 87 (45):493–94. doi:10.1029/2006EO450002.
  • Pan, Y., D. Xie, S. Yuan, & Z. Shen. 2015. Investagation and analysis of seismic damage to cultural heritage buildings induced by Gorkha Earthquake, Nepal. Journal of Southwest Jiaotong University 50:39–47. doi:10.3969/j.issn.0258-2724.2015.06.009.
  • Parisi, F., N. Augenti, and A. Prota. 2014. Earthquake engineering and structural dynamics. Implications of the Spandrel Type on the Lateral Behavior of Unreinforced Masonry Walls 43 (12):1867–87. doi:10.1002/eqe.2441.
  • Pineda, P., and A. S. Pérez. 2009. Assessment of ancient masonry slender towers under seismic loading: Dynamic characterization of the Cuatrovitas Tower. Heritage Masonry Materials and Structures 109:615–29. doi:10.2495/STR090541.
  • Preciado, A. 2015. Seismic vulnerability and failure modes simulation of ancient masonry towers by validated virtual finite element models. Engineering Failure Analysis 57:72–87. doi:10.1016/j.engfailanal.2015.07.030.
  • Russo, G., O. Bergamo, L. Damiani, and D. Lugato. 2010. Experimental analysis of the “saint andrea” masonry bell tower in venice. A new method for the determination of “tower global young’s modulus”. Engineering Structure 32 (2):353–60. doi:10.1016/j.engstruct.2009.08.002.
  • Sabnis, G. M., H. G. Harris, R. N. White, M. S. Mirza, and R. E. Klingner. 1983. Structural modelling and experimental techniques. Englewood Cliffs: Prentice-Hall. doi:10.1115/1.3140679.
  • SAC (Standardization Administration of the People’s Republic of China). 2003. Test methods for wall bricks. GB/T 2542-2003, China Architecture and Building Press, Beijing.
  • SAC (Standardization Administration of the People’s Republic of China). 2009. Standard for test method of basic properties of construction mortar. JGJ/T 70-2009, China Architecture and Building Press, Beijing.
  • SAC (Standardization Administration of the People’s Republic of China). 2011. Standard for test method of basic mechanics properties of masonry. GB/T 50129-2011, China Architecture and Building Press, Beijing.
  • SAC (Standardization Administration of the People’s Republic of China). 2015. Specification for seismic test of buildings. JGJ/T 101-2015, China Architecture and Building Press, Beijing.
  • Tomaževič, M. 1999. Earthquake-resistant design of masonry buildings. London: Imperial College Press.
  • Tomaževič, M., and P. Weiss. 2012. Robustness as a criterion for use of hollow clay masonry units in seismic zones: An attempt to propose the measure. Materials and Structures 45 (4):541–59. doi:10.1617/s11527-011-9781-2.
  • Vasconcelos, G., and P. B. Lourenço. 2009. Journal of Structural Engineering. In-plane Experimental Behavior of Stone Masonry Walls under Cyclic Loading 135 (10):1269–77. doi:10.1061/(asce)st.1943-541x.0000053.
  • Wu, F., H. T. Wang, G. Li, J. Q. Jia, and H. N. Li. 2017. Seismic performance of traditional adobe masonry walls subjected to in-plane cyclic loading. Materials and Structures 50 (1):69. doi:10.1617/s11527-016-0927-0.
  • Xie, Q. F., J. Y. Xue, and H. T. Zhao. 2010. Seismic damage investigation and analysis of ancient buildings in Wenchuan earthquake. Journal of Building Structures 31 (S2):18–23.
  • Yang, W. B., W. D. Liu, X. Q. Tan, H. J. Xiao. 2010. Low cyclic loading test on in-service historical preserved building of brick structure. Building Structure. doi:10.19701/j.jzjg.2010.11.027.
  • Yuan, J. L. 2018. Analytical method on horizontal earthquake action of ancient masonry pagoda. Earthquake Engineering and Engineering Dynamics 38 (2):18–27.
  • Zhao, C. X. 2007. Study on seismic behavior of the masonry wall. MSc thesis, Harbing Engineering University, China.
  • Zimmermann, T., A. Strauss, and K. Bergmeister. 2010. Numerical investigation of historic masonry walls under normal and shear load. Construction and Building Materials 24 (8):1385–91. doi:10.1016/j.conbuildmat.2010.01.021.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.