диссертация. Общероссийский математический портал
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Chopra A. K. Capacity-demand diagram methods based on inelastic design spectrum / Chopra A. K., Goel R. K. // Proceedings of 12 World Conference on Earthquake Engineering, Auckland, New Zealand, 2000. — Paper No. 1612. CosenzaE.An Evaluation of the Use of Damage Functional in Earthquake-Resistant Design / E. Cosenza, G. Manfredi, R. Ramasco // 9th European Conference on Earthquake Engineer- ing. — Russia. — 1990. — Vol. 9. — P. 303–312. ErberikA.,SucuogluH.Seismic energy dissipation in deteriorating systems through low cycle fa- tigue // Earthquake Engineering and Structural Dynamics. — 2004. — Vol. 33. — P. 49–67. Eurocode 8: Design of Structures for Earthquake Resistance — Part 1: General Rules, Seismic actions and Rules for Buildings. European Committee for Standardization. — Brussels, 2003. — 229 p. EuropeanStandard.Eurocode-Basis of structural design: EN 1990: 2002 (Е). — April, 2002. — 87 р. FEMA-273.Building Seismic Safety Council. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA-273, Federal Emergency Management Agency, Washington, DC, 1997. FEMA-274. Federal Emergency Management Agency. NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, Washington, D.C. — October, 1997. FEMA 356. Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineers (ASCE), Washington, D.C. — November, 2000. Fajfar P., Krawinkler H. (2004) Performance-Based Seismic Design Concepts and Implementation — Proceedings of the International Workshop Bled, Slovenia, June 28 – July 1, 2004. PEER Report 2004/05, College of Engineering, University of California, Berkeley. Gupta B. Enhanced pushover procedure and inelastic demand estimation for performance-based seis- mic evaluation of buildings, Ph.D. Dissertation, Orlando, Florida, University of Central Flori- da. — 1998. Mkrtychev O. V., Dzhinchvelashvili G. A., Busalova M. S. Assessing the reliability of a multi-storey monolithic concrete building with base // Procedia Engineering. — 2015. — No. 111. — P. 550– 555 / WoS — 9TH ASIA–OCEANIA SYMPOSIUM ON FIRE SCIENCE AND TECHNOLO- GY, No. 1, 2015. MkrtychevO.V.,DzhinchvelashviliG.A.,BusalovaM.S.Calculation accelerograms parameters for a “Construction-Basis” model, nonlinear properties of the soil taken into account / Procedia En- gineering. — 2014. — Vol. 91. — P. 54–57. NEHRPRecommended Provisions for Seismic Regulations for New Buildings and other Structures. Part 1: 1997 Edition. Building Seismic Safety Council (USA). — 342 p. PazM.Structural Dynamics: Theory and Computation / Mario Paz, William Leigh. — 5th ed., 2004. — 844 p. SucuogluH.Energy-based hysteresis and damage for deteriorating systems / H. Sucuoglu, A. Erberik // Earthquake Engineering and Structural Dynamics. — 2004. — No. 33. — P. 69–88. Themelis S. Pushover analysis for seismic assessment and design of structures, Heriot-Watt Universi- ty, School of Built Environment, 2008. |