Technical Papers
Mar 6, 2019

Monitoring Propping System Removal in Domes and Tie-Rod Slackening from a Historical Building

Publication: Journal of Structural Engineering
Volume 145, Issue 5

Abstract

Structural health monitoring (SHM) is gaining more and more interest in historical construction. It is a tool that controls, verifies, and informs about the condition or changes in the structure so that engineers can obtain reliable information for management and decision making. This article aims to present the monitoring systems developed during the propping system removal of several brickwork domes of a modernist church after strengthening work was performed on the domes. Given the need for exhaustive monitoring of the arch and dome movements, a monitoring strategy for an appropriate loading operation of these structural elements was developed. SHM was carried out using two instrumentation systems: the first one, based on temporary sensors, ensures local monitoring of displacements in domes and arches, and the second system, based on remote monitoring of several sensors, enables any unexpected structural behavior to be followed up before, during, and after the propping system removal of the domes. The systems made it possible to achieve centralized and reliable global monitoring of the structural elements of the building.

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Acknowledgments

The authors of this article would like to thank the Sociedad de Activos Inmobiliarios Campus Comillas (SAICC, S.L.) and Siegrist y Moreno S.L. for having made this research possible.

References

Altunok, E., M. M. Reda Taha, and T. J. Ross. 2007. “Possibilistic approach for damage detection in structural health monitoring.” J. Struct. Eng. 133 (9): 1247–1256. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1247).
Bartoli, G., A. Chiarugi, and V. Gusella. 1996. “Monitoring systems on historic buildings: The Brunelleschi Dome.” J. Struct. Eng. 122 (6): 663–673. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:6(663).
Binda, L., A. Anzani, and G. Mirabella Roberti. 1997. “The failure of ancient towers: Problems for their safety assessment.” In Proc., Int. IABSE Conf. on Composite Construction—Conventional and Innovative, 699–704. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
Binda, L., and R. C. de Vekey, eds. 2001. “Non structural monitoring systems: Onsite control and evaluation of masonry structures.” In Proc., RILEM TC 177-MDT Workshop on On-Site Control and Non-Destructive Evaluation of Masonry Structures, 119–158. Bagneux, France: RILEM Publications.
Binda, L., A. Saisi, and C. Tiraboschi. 2000. “Investigation procedures for the diagnosis of historic masonries.” Constr. Build. Mater. 14 (4): 199–233. https://doi.org/10.1016/S0950-0618(00)00018-0.
Blanco, H. 2018. “Integration of non-minor destructive techniques and structural health monitoring systems for the assessment of ancient structures.” Ph.D. thesis, Dept. of Structural and Mechanical Engineering, Civil Engineering School, Univ. of Cantabria.
Blanco, H., Y. Boffill, I. Lombillo, and L. Villegas. 2018a. “A new device for stress monitoring of ancient masonry buildings: Pilot study and results.” Struct. Control. Health Monit. 25 (8): e2197. https://doi.org/10.1002/stc.2197.
Blanco, H., Y. Boffill, I. Lombillo, and L. Villegas. 2018b. “An integrated structural health monitoring system for determining local/global responses of historic masonry buildings.” Struct. Control Health Monit. 25 (8): e2196. https://doi.org/10.1002/stc.2196.
Blanco, H., Y. Boffill, I. Lombillo, and L. Villegas. 2018c. “Técnica ligeramente destructiva aplicada para la determinación del estado tensional en el proceso de rehabilitación de estructuras de fábricas históricas.” In Proc., Congreso Euro-americano sobre Patología de la Construcción, Tecnología de la Rehabilitación y Gestión del Patrimonio (REHABEND 2018), edited by L. Villegas, I. Lombillo, H. Blanco, and Y. Boffill, 1069–1079. Santander, Spain: Univ. of Cantabria.
Boffill, Y., H. Blanco, I. Lombillo, and L. Villegas. 2018. “Structural assessment of ancient masonries before and during a rehabilitation process.” Int. J. Archit. Herit. 1–14. https://doi.org/10.1080/15583058.2018.1539784.
Boffill, Y., H. Blanco, I. Lombillo, and L. Villegas. 2019. “Device for continuous assessment of uni-axial stress of existing masonry structures: Laboratory validation.” Struct. Control. Health Monit., in press. https://doi.org/10.1002/stc.2344.
Burland, J. B., M. Jamiolkowski, and C. Viggiani. 1998. “Stabilising the Leaning Tower of Pisa.” Bull. Eng. Geol. Environ. 57 (1): 91–99. https://doi.org/10.1007/s100640050025.
Cagil, K. G., and E. Canbay. 2015. “Assessment and rehabilitation of the damaged historic Cenabi Ahmet Pasha Mosque.” Eng. Fail. Anal. 57 (Nov): 389–398. https://doi.org/10.1016/j.engfailanal.2015.08.015.
Ceci, A. M., A. Contento, L. Fanale, D. Galeota, V. Gattulli, M. Lepidi, and F. Potenza. 2010. “Structural performance of the historic and modern buildings of the University of L’Aquila during the seismic events of April 2009.” Eng. Struct. 32 (7): 1899–1924. https://doi.org/10.1016/j.engstruct.2009.12.023.
Chang, P. C., A. Flatau, and S. C. Liu. 2003. “Review paper: Health monitoring of civil infrastructure.” Struct. Health Monit. 2 (3): 257–267. https://doi.org/10.1177/1475921703036169.
Cimellaro, G. P., S. Piantà, and A. De Stefano. 2012. “Output-only modal identification of ancient L’Aquila city hall and civic tower.” J. Struct. Eng. 138 (4): 481–491. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000494.
Costa, A. 2010. Metodologias de avaliação da segurança em construções tradicionais. Encontro Nacional Conservação e Reabilitação de Estruturas. Lisbon, Portugal: Laboratório Nacional de Engenharia Civil.
Enckell, M. 2006. “Structural health monitoring using modern sensor technology—Long-term monitoring of the New Årsta Railway Bridge.” Ph.D. dissertation, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology.
Ferrari, R., D. Froio, E. Chatzi, C. Gentile, F. Pioldi, and E. Rizzi. 2015. “Experimental and numerical investigations for the structural characterization of a historic RC arch bridge.” In Proc., 5th Int. Conf. on Computational Methods in Structural Dynamics and Earthquake Engineering, edited by M. Papadrakakis, V. Papadopoulos, and V. Plevris, 2337–2353. Athens, Greece: Institute of Structural Analysis and Antiseismic Research, School of Civil Engineering, National Technical Univ. of Athens.
Ferrari, R., F. Pioldi, E. Rizzi, C. Gentile, E. Chatzi, E. Serantoni, and A. Wieser. 2016. “Fusion of wireless and non-contact technologies for the dynamic testing of a historic RC bridge.” Meas. Sci. Technol. 27 (12): 124014. https://doi.org/10.1088/0957-0233/27/12/124014.
Gattulli, V., and L. Chiaramonte. 2005. “Condition assessment by visual inspection for a bridge management system.” Comput.-Aided Civ. Infrastruct. Eng. 20 (2): 95–107. https://doi.org/10.1111/j.1467-8667.2005.00379.x.
Gentile, C., M. Guidobaldi, and A. Saisi. 2016. “One-year dynamic monitoring of a historic tower: Damage detection under changing environment.” Meccanica 51 (11): 2873–2889. https://doi.org/10.1007/s11012-016-0482-3.
Gentile, C., A. Saisi, and A. Cabboi. 2015. “Structural identification of a masonry tower based on operational modal analysis.” Int. J. Archit. Herit. 9 (2): 98–110. https://doi.org/10.1080/15583058.2014.951792.
Housner, G. W., L. A. Bergman, T. K. Caughey, A. G. Chassiakos, R. O. Claus, S. F. Masri, R. E. Skelton, T. T. Soong, B. F. Spencer, and J. T. P. Yao. 1997. “Structural control: Past, present, and future.” J. Eng. Mech. 123 (9): 897–971. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:9(897).
ICOMOS (International Council on Monuments and Sites). 2003. “ICOMOS charter: Principles for the analysis, conservation and structural restoration of architectural heritage.” Accessed September 7, 2017. https://www.icomos.org/charters/structures_e.pdf.
Karbhari, V. M. 2005. “Health monitoring, damage prognosis and service-life prediction—Issues related to implementation.” Chap. V in Sensing issues in civil structural health monitoring, edited by F. Ansari, 301–310. Dordrecht, Netherlands: Springer.
Kijewski-Correa, T., D. K. Kwon, A. Kareem, A. Bentz, Y. Guo, S. Bobby, and A. Abdelrazaq. 2013. “SmartSync: An integrated real-time structural health monitoring and structural identification system for tall buildings.” J. Struct. Eng. 139 (10): 1675–1687. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000560.
Liu, M., D. M. Frangopol, and S. Kim. 2009. “Bridge system performance assessment from structural health monitoring: A case study.” J. Struct. Eng. 135 (6): 733–742. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000014.
Lombillo, I., H. Blanco, J. Pereda, L. Villegas, C. Carrasco, and J. Balbás. 2016. “Structural health monitoring of a damaged church: Design of an integrated platform of electronic instrumentation, data acquisition and client/server software.” Struct. Control Health Monit. 23 (1): 69–81. https://doi.org/10.1002/stc.1759.
Lombillo, I., H. Blanco, L. Villegas, J. Balbás, C. Carrasco, C. Liaño, R. Vela, and J. Pereda. 2014. “Monitorización remota de construcciones históricas: Metodología empleada y puesta en marcha en la Iglesia del Seminario Mayor de Comillas.” In Proc., Congreso Latinoamericano sobre patología de la Construcción, Tecnología de la Rehabilitación y Gestión del Patrimonio (REHABEND 2014), edited by L. Villegas, I. Lombillo, C. Liaño, and H. Blanco, 734–745. Santander, Spain: Univ. of Cantabria.
Masciotta, M. G., J. C. A. Roque, L. F. Ramos, and P. B. Lourenço. 2016. “A multidisciplinary approach to assess the health state of heritage structures: The case study of the Church of Monastery of Jerónimos in Lisbon.” Constr. Build. Mater. 116 (Jul): 169–187. https://doi.org/10.1016/j.conbuildmat.2016.04.146.
MECD (Ministerio de Educación Cultura y Deporte). 2017. “Definición de bienes culturales protegidos.” Accessed September 7, 2017. http://www.mecd.gob.es/cultura-mecd/areas-cultura/patrimonio/bienes-culturales-protegidos/definicion.html.
Mufti, A. A. 2001. Guidelines for structural health monitoring. Winnipeg, MB, Canada: Intelligent Sensing for Innovative Structures Canada.
Necevska-Cvetanovska, G., and R. Apostolska. 2008. “Consolidation, rebuilding and strengthening of St. Clement’s church, St. Panteleymon, Plaoshnik, Ohrid.” Eng. Struct. 30 (8): 2185–2193. https://doi.org/10.1016/j.engstruct.2007.07.018.
Ni, Y. Q., X. W. Ye, and J. M. Ko. 2010. “Monitoring-based fatigue reliability assessment of steel bridges: Analytical model and application.” J. Struct. Eng. 136 (12): 563–1573. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000250.
Pereda, J., R. Vela, I. Lombillo, H. Blanco, and L. Villegas. 2014a. “Integración de sistemas de instrumentación electrónica, adquisición de datos y desarrollo de aplicaciones de software para la monitorización remota de patologías estructurales.” In Proc., Congreso Latinoamericano sobre patología de la Construcción, Tecnología de la Rehabilitación y Gestión del Patrimonio (REHABEND 2014), edited by L. Villegas, I. Lombillo, C. Liaño, and H. Blanco, 746–755. Santander, Spain: Univ. of Cantabria.
Pereda, J., R. Vela, A. Lorenzana, I. Lombillo, H. Blanco, and L. Villegas. 2014b. “Design and application of an integrated platform of electronic instrumentation, data acquisition and client/server software for remote structural health monitoring of heritage buildings.” In Proc., 6th World Conf. of the International Association for Structural Control and Monitoring, edited by J. Rodellar, A. Güemes, and F. Pozo, 577–588. Barcelona, Spain: International Center for Numerical Methods in Engineering.
Ramos, L., L. Marques, P. Lourenco, G. De Roeck, A. Campos-Costa, and J. Roque. 2010. “Monitoring historical masonry structures with operational modal analysis: Two case studies.” Mech. Syst. Signal Proc. 24 (5): 1291–1305. https://doi.org/10.1016/j.ymssp.2010.01.011.
Rossi, C., and P. P. Rossi. 2001. “A low-cost procedure for quick monitoring of monuments and buildings.” In Proc., RILEM TC 177-MDT Workshop on On-Site Control and Non-Destructive Evaluation of Masonry Structures. Bagneux, France: RILEM Publications.
Rossi, P. P. 1982. “Analysis of mechanical characteristics of brick masonry by means of non-destructive in-situ tests.” In Proc., 6th Int. Brick Masonry Conf., 77–85. Rome: Associazione Nazionale degli Industriali dei Laterizi.
Schueremans, L., K. Van Balen, K. Brosens, D. Van Gemert, and P. Smars. 2007. “The church of Saint James at Leuven: Structural assessment and consolidation measures.” Int. J. Archit. Herit. 1 (1): 82–107. https://doi.org/10.1080/15583050601126137.
SMooHS (Smart Monitoring of Historic Structures). 2010. “Monitoring of historic structures: Guidelines.” Accessed September 7, 2017. https://cordis.europa.eu/project/rcn/89146/reporting/en.
Sohn, H., J. A. Czarnecki, and C. R. Farrar. 2000. “Structural health monitoring using statistical process control.” J. Struct. Eng. 126 (11): 1356–1363. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:11(1356).
Torres, B., I. Payá-Zaforteza, P. A. Calderón, and J. M. Adam. 2011. “Analysis of the strain transfer in a new FBG sensor for structural health monitoring.” Eng. Struct. 33 (2): 539–548. https://doi.org/10.1016/j.engstruct.2010.11.012.
Ubertini, F., N. Cavalagli, A. Kita, and G. Comanducci. 2018. “Assessment of a monumental masonry bell-tower after 2016 central Italy seismic sequence by long-term SHM.” Bull. Earthquake Eng. 16 (2): 775–801. https://doi.org/10.1007/s10518-017-0222-7.
Ubertini, F., G. Comanducci, and N. Cavalagli. 2016. “Vibration-based structural health monitoring of a historic bell-tower using output-only measurements and multivariate statistical analysis.” Struct. Health Monit. 15 (4): 438–457. https://doi.org/10.1177/1475921716643948.
Universidad Pontificia de Comillas. 2014. Proyecto básico y de ejecución. Rehabilitación de la Iglesia del Seminario Mayor, Cantabria.
Verstrynge, E., L. Schueremans, and P. Smars. 2012. “Controlled intervention: Monitoring the dismantlement and reconstruction of the flying buttresses of two gothic churches.” Int. J. Archit. Herit. Conserv. Anal. Restor. 6 (6): 689–708. https://doi.org/10.1080/15583058.2011.605201.
Villegas, L., and I. Lombillo. 2007a. Studies about the pathology and the structural and materials suitability of new headquarters of the Fundación Campus Comillas: Proposals for refurbishment. Santander, Spain: Univ. of Cantabria.
Villegas, L., and I. Lombillo. 2007b. “Descripción general de los estudios previos realizados sobre la patología, la idoneidad estructural y de materiales del Seminario Mayor de Comillas.” In Proc., Tecnología de la Rehabilitación y la Gestión del Patrimonio Construido (REHABEND 2007), 129–149. Cantabria, Spain: Grupo de Tecnología de la Edificación de la Universidad de Cantabria.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 5May 2019

History

Received: Jan 4, 2018
Accepted: Oct 5, 2018
Published online: Mar 6, 2019
Published in print: May 1, 2019
Discussion open until: Aug 6, 2019

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Dept. of Structural and Mechanical Engineering, Civil Engineering School, Univ. of Cantabria, Santander 39005, Spain (corresponding author). ORCID: https://orcid.org/0000-0003-0812-5476. Email: [email protected]
Yosbel Boffill [email protected]
Ph.D. Student, Dept. of Structural and Mechanical Engineering, Civil Engineering School, Univ. of Cantabria, Santander 39005, Spain. Email: [email protected]
Ignacio Lombillo, Ph.D. [email protected]
Associate Professor, Dept. of Structural and Mechanical Engineering, Civil Engineering School, Univ. of Cantabria, Santander 39005, Spain. Email: [email protected]
Luis Villegas, Ph.D. [email protected]
Full Professor, Dept. of Structural and Mechanical Engineering, Civil Engineering School, Univ. of Cantabria, Santander 39005, Spain. Email: [email protected]

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