The Response of Masonry Barrel Vaults to Repetitive Static and Dynamic Loads and Example of Rehabilitation of Historic Barrel Vaults

Author:

Witzany Jiří,Pirner Miroš,Zigler Radek,Čejka Tomáš,Urushadze Shota,Kubát Jan

Publisher

Springer International Publishing

Reference10 articles.

1. Czech Ministry of Culture research project NAKI DF12P01OVV037 2012–2015 Progressive non-invasive methods of the stabilization, conservation and strengthening of historical structures and their parts with fibre- and nanofibre-based composite materials

2. Çalik I, Bayraktar A, Türker T, Karadeniz H (2014) Structural dynamic identification of a damaged and restored masonry vault using ambient vibrations. Measurement 55:462–472. https://doi.org/10.1016/j.measurement.2014.05.030

3. Dimitri R, De Lorenzis L, Zavarise G (2011) Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element Method. Eng Struct 33:3172–3188. https://doi.org/10.1016/j.engstruct.2011.08.018

4. Ravikumar CS, Thandavamoorthy TS (2014) Application of FRP for strenghtening and retrofitting of civil engineering structures. Int J Civ Struct Env Infrastr Eng Res Dev (IJCSEIERD) 4:49–60

5. D’Ambrisi A, Feo L, Focacci F (2013) Masonry arches strengthened with composite unbonded tendons. Compos Struct 98:323–329. https://doi.org/10.1016/j.compstruct.2012.10.040

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