Service-Life Damage Assessment of a Reinforced Concrete Structure under Multi-Hazard Seismic and Wind Actions

Author:

Bhaskar Pratik,Baheti Akshay,Matsagar VasantORCID

Publisher

Springer Science and Business Media LLC

Subject

Media Technology

Reference47 articles.

1. Aly AM, Abburu S (2015) On the design of high-rise buildings for multihazard: fundamental differences between wind and earthquake demand. Shock Vibr 2015:148681

2. Avramidis I, Athanatopoulou A, Morfidis K, Sextos A, Giaralis A (2016) Fundamental principles for the design of earthquake-resistant structures, Eurocode-compliant seismic analysis and design of R/C buildings, vol 38, pp 1–57. Springer, Cham, Switzerland

3. Basheer PAM, Chidiac SE, Long AE (1996) Predictive models for deterioration of concrete structures. Constr Build Mater 10(1):27–37

4. BIS (1987a) IS 875: code of practice design loads (other than earthquake) for buildings and structures part 1: dead loads—unit weights of building materials and stored materials, Bureau of Indian Standards (BIS), New Delhi, India

5. BIS (1987b) IS 875: code of practice design loads (other than earthquake) for buildings and structures part 2: imposed loads, Bureau of Indian Standards (BIS), New Delhi, India

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