References
- Abrams, D. P. 2001. Performance-based engineering concepts for unreinforced masonry building structures. Progress in Structural Engineering and Materials 3 (1):48–56. doi:10.1002/(ISSN)1528-2716.
- Aguado, J. L. P., T. M. Ferreira, and P. B. Lourenço. 2018. The use of a large-scale seismic vulnerability assessment approach for masonry façade walls as an effective tool for evaluating, managing and mitigating seismic risk in historical centers. International Journal of Architectural Heritage 12 (7–8):1259–75. doi:10.1080/15583058.2018.1503366.
- ASCE/SEI 41-13. 2013. Seismic evaluation and retrofit of existing buildings. Reston, VA, USA: American Society of Civil Engineers.
- ATC-13. 1985. Earthquake damage evaluation data for California. Applied Technology Council Report No. 13, Redwood City, USA.
- Balasubramanian, S. R. 2016. Performance characteristics base seismic vulnerability analysis methodology for URBM buildings. PhD diss., Indian Institute of Technology Madras, Chennai, India.
- Balasubramanian, S. R., K. Balaji Rao, M. B. Anoop, J. Daniel Ronald Joseph, and R. I. Nagesh. 2010. Development of capacity curve for a typical two story reinforced brick masonry building. Proceedings of Institution of Engineers India, Journal Civil Engineering 90 (4):19–24.
- Balasubramanian, S. R., K. Balaji Rao, D. Basu, M. B. Anoop, and C. V. Vaidyanathan. 2011. An improved method for estimation of elastic lateral stiffness of brick masonry shear walls with openings. KSCE Journal of Civil Engineering 15 (2):281–93. doi:10.1007/s12205-011-0733-8.
- Bilgin, H. 2016. Generation of fragility curves for typical RC health care facilities: emphasis on hospitals in Turkey. Journal of Performance of Constructed Facilities (ASCE) 30 (3):04015056-1 - 04015056-16. doi:10.1061/(ASCE)CF.1943-5509.0000806.
- Brzev, S. 2007. Earthquake-resistant confined masonry construction. Kanpur, UP, India: National Information Center of Earthquake Engineering.
- Coburn, A., and R. Spence. 2002. Earthquake protection. 2nd ed. West Sussex, UK: John Wiley.
- Czarnecki, R. M., R. E. Scholl, and L. E. Malik. 1986. Techniques for estimating earthquake probable loss for buildings and contents. In Techniques for rapid assessment of seismic vulnerability, ed. C. Scawthorn, 67–78. New Orleans: American Society of Civil Engineers, Structures Congress ’86.
- Dowrick, D. J. 2003. Earthquake risk reduction. West Sussex, England: John Wiley and Sons Ltd.
- EN 1996-1-1:2005 (E). 2005. Design of masonry structures. Part 1–1: General rules for buildings - Reinforced and unreinforced masonry. Brussels: European Committee of Standardization (CEN).
- FEMA 356. 2000. Prestandard and commentary for the seismic rehabilitation of buildings. Washington D.C., USA: Federal Emergency Management Agency.
- Ghobarah, A. 2001. Performance-based design in earthquake engineering: state of development - Review article. Engineering Structures 23:878–84. doi:10.1016/S0141-0296(01)00036-0.
- Hirschberg, J. C., P. Gordon, and W. J. Petak 1978. Natural hazards: Socio-economic impact assessment model. NSF/PRA-7509998/5, J H Wiggins and Co, Redondo Beach, CA, USA.
- IS: 1893 (Part 1). 2016. Criteria for earthquake resistant design of structures, Part 1: General provisions and buildings (5th revision). New Delhi, India: Bureau of Indian Standards.
- Kaushik, H. B., D. C. Rai, and S. K. Jain. 2007. Uniaxial compressive stress-strain model for clay brick masonry. Current Science 92 (4):497–501.
- Lagomarsino, S., and S. Giovinazzi. 2006. Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bulletin of Earthquake Engineering 4 (4):415–43. doi:10.1007/s10518-006-9024-z.
- Pujades, L. G., A. H. Barbat, R. Gonzalez-Drigo, J. Avila, and S. Lagomarsino. 2012. Seismic performance of a block of buildings representative of the typical construction in the eixample district in Barcelona (Spain). Bulletin of Earthquake Engineering 10:331–49. doi:10.1007/s10518-010-9207-5.
- Rojahn, C. 1986. ATC methodology and data for rapid assessment for seismic vulnerability. In Techniques for rapid assessment of seismic vulnerability, ed. C. Scawthorn, 21–40. New Orleans: American Society of Civil Engineers, Structures Congress ’86.
- Sarangapani, G., B. V. V. Reddy, and K. S. Jagadish. 2005. Brick-mortar bond and masonry compressive strength. Journal of Materials in Civil Engineering (ASCE) 17 (2):229–37. doi:10.1061/(ASCE)0899-1561(2005)17:2(229).
- SERC. 1991. Survey of dwellings in cyclone prone villages of Tamil Nadu, Andra Pradesh and Orissa. Project Report: SERC-UNDP Project (IND/91/011), CSIR-Structural Engineering Research Centre, Chennai, India.
- Tomaževič, M. 1999. Earthquake-resistant design of masonry buildings. London, UK: Imperial College Press.
- Whitman, R. V., J. M. Biggs, J. E. Brennan, C. A. Cornell, R. L. de Neufville, and E. H. Vanmarcke. 1975. Seismic design decision analysis. Journal of the Structural Division ASCE. ST5:1067–84.
- Whitman, R. V., J. W. Reed, and S.-T. Hong 1973. Earthquake damage probability matrices. Proceedings of Fifth World Conference on Earthquake Engineering, Rome, 2: 2531–40.