Author:
Shimpi Vinay,Sivasubramanian Madappa V. R.
Publisher
Springer Nature Singapore
Reference21 articles.
1. Acito, M., Bocciarelli, M., Chesi, C., Milani, G.: Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: numerical insight. Eng. Struct. 72, 70–91 (2014). https://doi.org/10.1016/j.engstruct.2014.04.026
2. Bertolesi, E., Milani, G., Lopane, F.D., Acito, M.: Augustus bridge in Narni (Italy): seismic vulnerability assessment of the still standing part, possible causes of collapse, and importance of the Roman concrete infill in the seismic-resistant behavior. Int. J. Archit. Herit. 11, 717–746 (2017). https://doi.org/10.1080/15583058.2017.1300712
3. BIS: IS 1893: 2016—Indian Standard Criteria for Earthquake Resistant Design of Structures , Part 1—General Provisions and Buildings (2016)
4. CEN: Eurocode 6—Design of masonry structures—Part 1-1: General rules for reinforced and unreinforced masonry structures Eurocode (1996)
5. Compán, V., Pachón, P., Cámara, M., Lourenço, P.B., Sáez, A.: Structural safety assessment of geometrically complex masonry vaults by non-linear analysis. The Chapel of the Würzburg Residence (Germany). Eng. Struct. 140, 1–13 (2017). https://doi.org/10.1016/j.engstruct.2017.03.002