PART 1 DEALS WITH THE DYNAMIC ASPECTS OF THE SUBJECT: MATHEMATICAL ANALYSIS OF SYSTEMS SUBJECTED TO INDEPENDENT VIBRATIONS BY MEANS OF MATHEMATICAL MODELS. THE ANALYTICAL SYSTEMS USED ARE NON-LINEAR SYSTEMS, HYDRODYNAMICS AND NUMERICAL METHODS. PART 2 EXAMINES SEISMIC MOVEMENTS, THE DYNAMIC BEHAVIOUR OF STRUCTURES AND THE BASIC CONCEPTS OF THE SEISMIC DESIGN OF STRUCTURES.

Fundamentals of earthquake engineering

Application of Endurance Time method in linear seismic analysis

Performance-based seismic assessment of steel frames using endurance time analysis

Application of endurance time method in performance-based optimum design of structures

This paper proposes a uniform design (UD)-based Gaussian process regression (GPR) method for rapid damage assessment and fragility estimates of bridges. The core idea of the proposed method...

Uniform Design–Based Gaussian Process Regression for Data-Driven Rapid Fragility Assessment of Bridges

http://scientiairanica.sharif.edu/article_2540_f1bf34a38fb5c8a146f456cef9344f5f.pdf

M Sadegh Azar

Papers

Endurance time method for seismic analysis and design of structures