Assessing the Reliability of a Multi-storey Monolithic Concrete Building with a Base

In the article the reliability estimation of a multi-storey building under operating and seismic loads is considered, with base facilities interaction taking into account. To assess the reliability of structures under the action of a random seismic action, the basic quantitative characteristic of reliability - the probability of failure was defined. For statistical tests a computational model of a 5-storey building with a cross-wall design scheme was built. In the process of solving the problem on assessing the reliability, strength and stiffness characteristics of the construction and soil base were studied.