Abstract
The use of photogrammetric surveys for the recording of the structural system status for historic masonry buildings is a new and sound tool for in-depth pathology understanding and rehabilitation decision-making. In this study, the structural system of two historic masonry buildings is investigated based on the recording data obtained via photogrammetry. The first one is a four-storey traditional tobacco warehouse of the late 19th century in Alexandroupolis, Northern Greece, which has been partially collapsed in 2005 and constituted an extremely dangerous working environment. Therefore, the photogrammetric recording was the only really accurate and safe in situ measurement procedure of the existing damaged structural system of the building. The second one is an old customs house located in the old historic town of Nafplio, Southern Greece, and specifically in front of the central part of the port. It was built around the middle of the 19th century by the well-known Architect S. Kleanthis. Its architectural, structural and morphological characteristics along with its artistic details have been excellently brought out through the advanced method of photogrammetry. Simultaneously, this detailed display of the structural system pointed out its pathology. This way, all the necessary information for the presented structures have been acquired with an appropriate accuracy in order to assist the Engineer to choose the proper repairing and strengthening techniques for the renovation and the re-use of these historic buildings; finally proposed rehabilitation techniques are also presented. The recording procedure used, combines the conventional topographic surveys and the photogrammetric image processing for the formation of all the façades’ orthoimages. The orthoimages were used as background information to digitize details of the buildings façades in a CAD environment. The Photomodeler software and the freeware application Hugin has been used to create respectively a detailed 3D model and an interactive panorama file of the buildings. A proper intervention plan is presented and commented for each building.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Andaroodi E, Taqipour Z (2012) Architectural photogrammetry by non-metric cameras: CAD-based 2D drawing of facades from rectified photos. Progr Cult Her Preserv Lect Notes Comp Sci 7616:477–485
Biris K (1938) Athenian studies, vol 1. Athens, pp 10–30
Chalioris CE, Favvata MJ, Karayannis CG (2008) Reinforced concrete beam-column joints with crossed inclined bars under cyclic deformations. Earth Eng Struct Dyn 37:881–897
Chalioris CE, Favvata MJ, Alexandri VG, Karayannis CG (2013a) Rehabilitation of a partially collapsed masonry traditional tobacco warehouse of the late 19th century. In: Papadrakakis M, Fragiadakis M, Plevris V (eds) COMPDYN 2013: proceedings of the 4th international conference on computational methods in structural dynamics and earthquake engineering, Kos Island, Greece, paper number 1596, 12–14 June 2013
Chalioris CE, Tsioukas VE, Favvata MJ, Karayannis CG (2013b) Recording historic masonry buildings using photogrammetry—two case studies. In: Papadrakakis M, Fragiadakis M, Plevris V (eds) COMPDYN 2013: proceedings of the 4th international conference on computational methods in structural dynamics and earthquake engineering, Kos Island, Greece, paper number 1597, 12–14 June 2013
Corradi M, Tedeschi C, Binda L, Borri A (2008) Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: deep repointing. Constr Build Mater 22:463–472
Favvata MJ, Izzuddin BA, Karayannis CG (2008) Modelling exterior beam-column joints for seismic analysis of RC frame structures. Earth Eng Struct Dyn 37:1527–1548
Karantoni FV (2008) Seismic behaviour and strengthening of a vulnerable structure. WIT Trans Built Environ 98:333–342
Karantoni FV, Fardis MN (1992) Effectiveness of seismic strengthening techniques for masonry buildings. J Struct Eng New York 118:1884–1902
Karayannis CG, Izzuddin BA, Elnashai AS (1994) Application of adaptive analysis to rein-forced concrete frames. J Struct Eng New York 120:2935–2957
Karayannis CG, Chalioris CE, Sideris KK (1998) Effectiveness of RC beam-column connection repairing using epoxy resin injections. J Earth Eng 2:217–240
Karayannis CG, Chalioris CE, Sirkelis GM (2008) Local retrofit of exterior RC beam-column joints using thin RC jackets—an experimental study. Earth Eng Struct Dyn 37:727–746
Lourenço PB, Mendes N, Ramos LF, Oliveira DV (2011) Analysis of masonry structures without box behavior. J Arch Her 5:369–382
Modena C (1995) Criteria for cautious repair of historic buildings. In: Binda L, Modena C (eds) RILEM: proceedings of joint international workshop on evaluation and strengthening of existing masonry structures. RILEM Publications SARL, France, pp 25–42
Oxley R (2003) Survey and repair of traditional buildings: a sustainable approach. Donhead Publishing, Shaftesbury
Papathanasiou A, Zagkotsis A (2014) Listed building “tobacco warehouse” in Alexandroupolis: study of the supporting system of a ramshackle building using external steel towers (in Greek). 2nd conference on construction history, Xanthi 5–7 Dec 2014, Greece
Pavlidis G, Koutsoudis A, Arnaoutoglou F, Tsioukas V, Chamzas C (2007) Methods for 3D digitization of cultural heritage. J Cult Her 8:93–98
Photomodeler Software (2009). www.photomodeler.com
Tsioukas VE (2007) Simple tools for architectural photogrammetry. In: Georgopoulos A (ed) Proceedings of the 21st CIPA heritage documentation symposium on AntiCIPAting the future of the cultural past, Athens, Greece, paper number 140, 1–6 Oct 2007
Tsioukas VE, Alexandri VG, Karayannis CG, Chalioris CE (2009) Photogrammetry as a tool to record a historic building at risk. In: Takase Y (ed) Proceedings of the 22nd CIPA heritage documentation symposium on digital documentation, interpretation and presentation of cultural heritage, Kyoto, Japan, paper number 44, 11–15 Oct 2009
Tsonos AG (2010) Performance enhancement of R/C building columns and beam-column joints through shotcrete jacketing. Eng Struct 32:726–740
VeCAD-Photogrammetry (2011) Free software. http://blogs.auth.gr/tsioukas/2011/08/21/vecad-photogrammetry/
Vintzileou E, Tassios TP (1995) Three-leaf stone masonry strengthened by injecting cement grout. J Struct Eng ASCE 121:848–856
Vissilia A-M, Villi M (2010) Adobe and timber ties as main construction materials for an historic Greek dwelling. Int J Arch Her 4(4):295–319
Acknowledgments
The kind permission of A. Papathanasiou and “EPILYSI STRUCTURAL FIRM Papathanasiou—Papatheodorou” for the presentation of photos of Fig. 10 that show the applied supporting system design by “EPILYSI STRUCTURAL FIRM Papathanasiou—Papatheodorou” is greatly appreciated.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2015 Springer International Publishing Switzerland
About this chapter
Cite this chapter
Chalioris, C.E., Tsioukas, V.E., Karayannis, C.G. (2015). Recording and Rehabilitation Procedures for Historic Masonry Buildings. In: Psycharis, I., Pantazopoulou, S., Papadrakakis, M. (eds) Seismic Assessment, Behavior and Retrofit of Heritage Buildings and Monuments. Computational Methods in Applied Sciences, vol 37. Springer, Cham. https://doi.org/10.1007/978-3-319-16130-3_14
Download citation
DOI: https://doi.org/10.1007/978-3-319-16130-3_14
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-16129-7
Online ISBN: 978-3-319-16130-3
eBook Packages: EngineeringEngineering (R0)