English translation for edps engineering and usage examples from the best sources
The process is automated through MATLAB coding and a range of EDPs (engineering demand parameters) are statistically characterised, namely internal forces, deformations and absolute accelerations, which in turn are associated with various DMs (damage measures).
Inter story drift ratio (IDR), maximum inter-story drift ratio (MIDR) and absolute peak floor acceleration (PFA) are chosen as engineering demand parameters (EDPs).
In this study, the role of soil material damping in the engineering demand parameters (EDPs) of soil-structure systems is investigated.
This paper proposes a nonmodel-based framework for estimating story-based engineering demand parameters (EDPs) in instrumented steel frame buildings with steel moment-resisting frames (MRFs).
The EWA results were then used to obtain the hazard functions and fragility curves for a number of Engineering Demand Parameters (EDPs).
Engineering demand parameters (EDPs) of frames with and without the RFDs such as displacement and maximum interstory drift ratio is estimated.
Structural responses were compared against benchmark values, defined as the median values of the engineering demand parameters (EDPs) due to a larger set of unscaled far-field records.
Structural analysis is performed to evaluate the seismic demand to the structure through a number of Engineering Demand Parameters (EDPs) (i.e.: inter-story drift ratios, floor accelerations, etc).
The objective of this paper is to study the effects of brace over-strength distributions on the expected maximum reduction of seismic performance, as measured by local and global engineering demand parameters (EDPs).
The objective of the present work is to improve selection procedures for intensity measures (IM) to be used for scaling near-fault earthquakes, in order to minimize the variability in the prediction of engineering demand parameters (EDPs).
Proposing quantitative limit states, analytical fragility curves are developed considering three engineering demand parameters (EDPs), including displacement ductility factor (µd), differential settlement between deck and behind land (DS) and normalized residual horizontal displacement (NRHD).
