Publication Cover
International Journal of Architectural Heritage
Conservation, Analysis, and Restoration
Volume 17, 2023 - Issue 2
754
Views
4
CrossRef citations to date
0
Altmetric
Research Article

Diagnosis and Monitoring of Historical Timber Velipaşa Han Building Prior to Restoration

, ORCID Icon, ORCID Icon, , &
Pages 285-309 | Received 10 Nov 2020, Accepted 15 Apr 2021, Published online: 18 May 2021

References

  • Accessed July  20, 2019 http://www.ajanscorum.com/yerel/veli-pasa-haninin-restorasyon-ihalesi-yapildi-h8751.html.
  • Accessed July 10, 2019 https://www.cnnturk.com/turkiye/orduda-200-yillik-tarihi-konak-yandi?page=9.
  • Accessed September 8, 2020a. https://corum.ktb.gov.tr/TR-58714/hanlar-hamamlar.html.
  • Accessed September 08, 2020b. http://poleexpert.su/technology.html.
  • Aka, İ., F. Keskinel, and T. S. Arda. 1973. Betonarme Yapı Elemanları. Mimarlık Fakültesi: İTÜ.
  • Aktaş, Y. D. 2017. Seismic resistance of traditional timber-frame hımış structures in Turkey: A brief overview. International Wood Products Journal 8 (sup1):21–28. doi:10.1080/20426445.2016.1273683.
  • Altunışık, A. C., O. Ş. Karahasan, F. Y. Okur, E. Kalkan, and K. Ozgan. 2019. Finite element model updating and dynamic analysis of a restored historical timber mosque based on ambient vibration tests. Journal of Testing and Evaluation 47 (5):20180122. doi:10.1520/JTE20180122.
  • Aras, F. 2013. Timber-framed buildings and structural restoration of a historic timber pavilion in Turkey. International Journal of Architectural Heritage 7 (4):403–15. doi:10.1080/15583058.2011.640738.
  • Briseghella, B., V. Colasanti, L. Fenu, C. Nuti, E. Spacone, and H. Varum. Seismic analysis by macroelements of Fujian Hakka Tulous, Chinese circular earth constructions listed in the UNESCO World Heritage List. International Journal of Architectural Heritage. 14 (10). doi:10.1080/15583058.2019.1618973.
  • Cestari, C. B., and T. Marzi. 2018. Conservation of historic timber roof structures of Italian architectural heritage: Diagnosis, assessment, and intervention. International Journal of Architectural Heritage 12 (4):632–65. doi:10.1080/15583058.2018.1442523.
  • Cointe, A., P. Caste´ra, P. Morliear, and P. Galimard. 2007. Diagnosis and monitoring of timber buildings of cultural heritage. Structural Safety 29 (4):337–48. doi:10.1016/j.strusafe.2006.07.013.
  • Corredor, A. G., G. Facelli, C. C. Gowda, E. Roldan-Zamarron, I. B. Valente, and J. M. Branco. 2016. Structural assessment of Companhia Aurífícia, a 19th century industrial building located in northern Portugal. International Journal of Architectural Heritage 10 (6):777–96. doi:10.1080/15583058.2015.1136711.
  • Doğangün, A., Ö. İ. Taluk, R. Livaoğlu, and R. Acar. 2006. Traditional wooden buildings and their damages during earthquakes in Turkey. Engineering Failure Analysis 13 (6):981–96. doi:10.1016/j.engfailanal.2005.04.011.
  • Ersoy, U. 2011. Betonarme: Döşeme ve Temeller, Cilt-II, Evrim Yayınevi ve Bilgisayar SAN. İstanbul: TİÇ. LDT.ŞTİ.
  • Gezer, E. D., A. Temiz, and T. Yüksek. 2015. Inspection of wooden poles in electrical power distribution networks in Artvin, Turkey. Advances in Materials Science and Engineering 659818:1–11. doi:10.1155/2015/659818.
  • Gulkan, P., and R. Langenbach. 2004. The earthquake resistance of traditional timber and masonry dwellings in Turkey. 13th World conference on earthquake engineering, Vancouver, BC, Canada, August 1–6.
  • Halicioglu, F. H., F. Cakir, and S. Demirkesen. 2014. Structural assessment of traditional stone-timber houses in Turkey. Građevinar 66 (8):727–38.
  • Hamm, E. R. 1992. Inspection, maintenance and procurement procedures for wood poles, 1–13. (Attention: Code 1632). Alexandria, VA: Naval Facilities Engineering Command.
  • ICOMOS. 2017. Principles for the Conservation of Wooden Built Heritage, Final draft for distribution to the ICOMOS membership in view of submission to the 19th ICOMOS General Assembly.
  • Kouris, L. A. S., and A. J. Kappos. 2012. Detailed and simplified non-linear models for timber-framed masonry structures. Journal of Cultural Heritage 13:47–58. doi:10.1016/j.culher.2011.05.009.
  • Liñán, C. R., M. J. M. Conde, P. R. D. Hita, and F. P. Gálvez. 2015. Application of non-destructive techniques in the inspection of wooden Structures of protected buildings: The case of Nuestra Señora de los Dolores Church (Isla Cristina, Huelva). International Journal of Architectural Heritage 9 (3):324–40. doi:10.1080/15583058.2013.771292.
  • Mahini, S. S., A. Eslami, and H. R. Ronagh. 2012. Lateral performance and load carrying capacity of an unreinforced, CFRP-retrofitted historical masonry vault-A case study. Construction and Building Materials 28 (1):146–56. doi:10.1016/j.conbuildmat.2011.08.013.
  • Makarios, T., and M. Demosthenous. 2006. Seismic response of traditional buildings of Lefkas Island. Greece, Engineering Structures 28:364–295.
  • Morrell, J. J. 1996. Wood Pole maintenance manual. Forest Research Laboratory Oregon State University 9-10:21–31s.
  • OMA. 2006. Release 4.0. Denmark: Structural Vibration Solution A/S.
  • Örs, Y., and H. Keskin. 2001. Ağaç malzeme bilgisi, Atlas Yayın Dağıtım. ISBN: 975–6574–01–1.
  • PULSE. 2006. Analyzers and solutions, release 11.2. Denmark: Bruel and Kjaer, Sound and Vibration Measurement A/S.
  • SAP2000. 2015. Structural analysis program. Berkeley, CA: Computers and Structures Inc., Version: 17.1.1.
  • Seavey, R., and T. Larson. 2002. Inspection of timber bridges final report, 1–21. Department of Wood and Paper Science, University of Minnesota, Minnesota Local Road Research Board, Minnesota, USA.
  • Silveira, D., H. Varum, A. Costa, and J. Carvalho. 2015. Mechanical properties and behavior of traditional adobe wall panels of the Aveiro District. Journal of Materials in Civil Engineering 27 (9):04014253. doi:10.1061/(ASCE)MT.1943-5533.0001194.
  • Silveira, D., H. Varum, A. Costa, T. Martins, H. Pereira, and J. Almeida. 2012. Mechanical properties of adobe bricks in ancient constructions. Construction and Building Materials 28 (1):36–44. doi:10.1016/j.conbuildmat.2011.08.046.
  • TBEC. 2018. Turkish building earthquake code. Ministry of Environment and Urbanization of Turkey, Ankara, Turkey.
  • TS 498. 1997. Design loads for buildings. Ankara: Institute of Turkish Standards.
  • TS 647. Building code for timber structures. Ankara: Institute of Turkish Standards.
  • Tuluk, Ö. İ. 2009. Çorum’da sıradışı bir han yapısı üzerine gözlemler: Velipaşa Hanı-Anadolu Oteli. METU JFA 26 (1):101–21.
  • Vicente, E. F., and D. E. Torrealva. 2014. Mechanical properties of adobe masonry of historical buildings in Peru. 9th International Conference on Structural Analysis of Historical Constructions, F. Peña, and M. Chávez (eds.), Mexico City, Mexico, October 14–17.
  • Wu, C., J. Xue, S. Zhou, and F. Zhang. Seismic performance evaluation for a traditional Chinese Timber-frame structure. International Journal of Architectural Heritage. doi:10.1080/15583058.2020.1731626.
  • Wu, F., G. Li, H. N. Li, and J. Q. Jia. 2013. Strength and stress-strain characteristics of traditional adobe block and masonry. Materials and Structures 46 (9):1449–57. doi:10.1617/s11527-012-9987-y.
  • Xue, J., D. Xu, and H. Xia. 2020. Experimental study on seismic performance of through-tenon joints with looseness in ancient timber structures. International Journal of Architectural Heritage 14 (4):483–95. doi:10.1080/15583058.2018.1552996.
  • Yamin, L. E., C. A. Phillips, J. C. Reyes, and D. M. Ruiz. 2004. Seismic behavior and rehabilitation alternatives for adobe and rammed earth buildings. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1–6.

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.