PRINCIPLES AND INSTRUCTIONS FOR COMPLEX PROTECTION OF HISTORIC BUILDINGS WITH VAULTED STRUCTURES FROM THE EFFECTS OF DYNAMIC LOADS
DOI:
https://doi.org/10.14311/CEJ.2020.04.0039Keywords:
Masonry, Vaults, Dynamic effects, Historic structures, StrengtheningAbstract
Historic buildings located in areas exposed to dynamic effects caused by natural or technical seismicity are one of the most vulnerable types of structures. Masonry buildings often have timber-ceiling structures with insufficient rigidity and not fully functional system of wall and beam ties, therefore being extremely sensitive to the dynamic effects caused by natural or technical seismicity. Main focus of the article is the outline of possible rehabilitation and restoration design approaches for strengthening of historic buildings in terms of dynamic loads. Brief information about the research performed in the field of masonry vaults’ reinforcement due to the dynamic loading is presented.
Downloads
References
Elghazouli, A. (Ed.), 2009 Seismic Design of Buildings to Eurocode 8. Publisher: CRC Press, London, UK.
Lorant, G., Seismic Design Principles. Available online: https://www.wbdg.org/resources/seismic-design-principles (accessed on 21. 3. 2018).
Witzany, J., Zigler, R., Čejka, T., Libecajtová, A, 2019. Complex Static and Dynamic Protection of Historic Buildings From the Effects of Natural Seismicity, Civil Engineering Journal 3, 320-330, art. no. 26, DOI: 10.14311/CEJ.2019.03.0026
Makovička, D.; Makovička, D., jr., 2009. Response Analysis and Vibroinsulation of Buildings Subject to Technical Seismicity, In: Earthquake Resistant Engineering Structures VII. Publisher: WIT Press, Southampton, UK, pp. 197-205, DOI: 10.2495/ERES090181
Celep, Z., Icncecek, M., Pakdamar, F., 2008. Structural and earthquake response analysis of the Muradiye mosque, 14 WCEE, Beijing, China Conference: Proceedings of the 14th World Conference on Earthquake Engineering.
Borri, A., Corradi, M., Vignoli, A., 2002. New materials for strengthening and seismic upgrading interventions, International Workshop Ariadne 10, Arcchip, Prague, Czech Republic.
Ravikumar, C.S., Thandavamoorthy, T.S., 2014. Application of FRP for strenghtening and Retrofitting of civil engineering structures, International Journal of Civil Structural, Environmental and infrastructure Engineering, Research and Development (IJCSEIERD), 4(1), pp. 49 – 60.
Mahinia, S.S., Eslamib, A., Ronagh, H.R., 2012. Lateral performance and load carrying capacity of an unreinforced CFRP-retrofitted historical masonry vault – A case study. Construction and Building Materials 28, 146-156, DOI: 10.1016/j.conbuildmat.2011.08.013
Anania, L., D'Agata, G., 2017. Limit analysis of vaulted structures strengthened by an innovative technology in applying CFRP. Construction and Building Materials 145, 336-346, DOI: 10.1016/j.conbuildmat.2017.03.212
Rossi, M., Calderini, C., Lagomarsino, S., 2016. Experimental testing of the seismic in-plane displacement capacity of masonry cross vaults through a scale model. Bulletin of Earthquake Engineering 14, 261-281, DOI: 10.1007/s10518-015-9815-1
Misseri, G., Rovero, L., 2017. Parametric investigation on the dynamic behaviour of masonry pointed arches. Archive of Applied Mechanics 87, 385-404, DOI: 10.1007/s00419-016-1199-4
Oliveira, D. V., Basilio, I., Lourenço, P.B., 2010. Experimental Behavior of FRP Strengthened Masonry Arches. Journal of Composites for Construction, 14, DOI: 10.1061/ASCECC.1943-5614.0000086
Witzany, J., Zigler, R., Čejka, T., Makovička, D., Urushadze, S., Pospíšil, S., 2015. Experimental research into dynamic characteristics of masonry segment barrel vaults, In: Proceedings of SMAR 2015, The Third Conference on Smart Monitoring, Assessment and Rehabilitation of Structures. Publisher: ITU, Istanbul, Turkey, pp. 1-8.
Caggegi, C., Carozzi, F.G., De Santis, S., Fabbrocino, F., Focacci, F., Hojdys, L., Lanoye, E., Zuccarino, L., 2017. Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures. Composites Part B: Engineering 127, 175-195, DOI: 10.1016/j.compositesb.2017.05.048.
Anania, L., Badalà, A., D’Agata, G., 2013. The post strengthening of the masonry vaults by the Ω-Wrap techniquebased on the use of C-FRP. Construction and Building Materials 47, 1053-1068, DOI: 10.1016/j.conbuildmat.2013.05.012
Alecci, V., Misseri, G., Rovero, L., Stipo, G., De Stefano, M., Feo, L., Luciano, R., 2016. Experimental investigation on masonry arches strengthened with PBO-FRCM composite. Composites Part B: Engineering 100, 228-239, DOI: 10.1016/j.compositesb.2016.05.063
Alecci, V., Focacci, F., Rovero, L., Stipo, G., De Stefano, M., 2016. Extrados strengthening of brick masonry arches with PBO–FRCM composites: Experimental and analytical investigations. Composite Structures 149, 184-196, DOI: 10.1016/j.compstruct.2016.04.030
Giamundo, V., Lignola, G.P., Maddaloni, G., Balsamo, A., Prota, A., Manfredi, G., 2015. Experimental investigation of the seismic performances of IMG reinforcement on curved masonry elements. Composites Part B: Engineering 70, 53-63, DOI: 10.1016/j.compositesb.2014.10.039
Cakira, F., Uysalb. H., Acar, V., 2016. Experimental modal analysis of masonry arches strengthened with graphene nanoplatelets reinforced prepreg composites. Measurement 90, 233-241, DOI: 10.1016/j.measurement.2016.04.061
Corradi, M., Borri, A., Castori, G., Coventry K., 2015. Experimental Analysis of Dynamic Effects of FRP Reinforced Masonry Vaults. Materials 8, 8059–8071, DOI: 10.3390/ma8125445
Garmendia, L., Larrinaga, P., San-Mateos, R., San-José, J.T., 2015. Strengthening masonry vaults with organic and inorganic composites: An experimental approach. Materials and Design 85, 102-114, DOI: 10.1016/j.matdes.2015.06.150
Bilotta, A., Ceroni, F., Nigro, E., Pecce, M., 2017. Experimental tests on FRCM strengthening systems for tuff masonry elements. Construction and Building Materials 138, 114-133, DOI: 10.1016/j.conbuildmat.2017.01.124
Valvona, F., Toti, J., Gattulli, V., Potenza, F., 2017. Effective seismic strengthening and monitoring of a masonry vault by using Glass Fiber Reinforced Cementitious Matrix with embedded Fiber Bragg Grating sensors. Composites Part B: Engineering 113, 355-370, DOI: 10.1016/j.compositesb.2017.01.024
Bertolesi, E., Milani, G., Carozzi, F.G., Poggi, C., 2018. Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses. Composite Structures 187, 385-402, DOI: 10.1016/j.compstruct.2017.12.021
Milani, G., Valente, M., Fagone, M., Rotunno, T., Alessandri, C., 2019. Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem. Engineering Structures 194, 458-476, DOI: 10.1016/j.engstruct.2019.05.021
Grillanda, N., Chiozzi, A., Milani, G., Tralli, A., 2019. Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach. Engineering Structures 200, DOI: 10.1016/j.engstruct.2019.109517
Kouris, L.A.S., Triantafillou, T.C., 2018. State-of-the-art on strengthening of masonry structures with textile reinforced mortar (TRM). Construction and Building Materials 188, 1221-1233, DOI: 10.1016/j.conbuildmat.2018.08.03
Alecci, V., De Stefano, M., Focacci, F., Luciano, R., Rovero, L., Stipo, G., 2017. Strengthening Masonry Arches with Lime-Based Mortar Composite. Buildings 7, DOI: 10.3390/buildings7020049
De Santis, S., 2017. Bond behaviour of Steel Reinforced Grout for the extrados strengtheningof masonry vaults. Construction and Building Materials 150, 367-382, DOI: 10.1016/j.conbuildmat.2017.06.010
Carozzi, F.G., Poggi, C., Bertolesi, E., Milani, G., 2018. Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation. Composite Structures 87, 466-480, DOI: 10.1016/j.compstruct.2017.12.075
De Santis, S., Roscini, F., de Felice, G., 2018. Full-scale tests on masonry vaults strengthened with Steel Reinforced Grout. Composites Part B: Engineering 141, 20-36, DOI: 10.1016/j.compositesb.2017.12.023
Zampieri, P., Simoncello, N., Tetougueni, C.D., Pellegrino, C., 2018. A review of methods for strengthening of masonry arches with composite materials. Engineering Structures 171, 154-169, DOI: 10.1016/j.engstruct.2018.05.070
Witzany, J., Pirner, M., Zigler, R., Urushadze, S., 2020. Experimental research into the response of segmental barrel vaults to repetitive static and dynamic loads, Engineering Structures 208, art. no. 110342, DOI: 10.1016/j.engstruct.2020.110342
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
¨
