Integration step size and its adequate selection in analysis of structural systems against earthquakes
A Soroushian - … Methods in Earthquake Engineering: Volume 3, 2017 - Springer
True behaviour of an arbitrary structural system is dynamic and nonlinear. To analyze this
behaviour in many real cases, eg structures in regions under high seismic risk, a versatile …
behaviour in many real cases, eg structures in regions under high seismic risk, a versatile …
Performance of a time integration acceleration technique applied to seismic analysis of non-classically damped structural dynamics
A Soroushian - Iranian Journal of Science and Technology …, 2022 - Springer
Time-history analysis is a versatile tool for studying structural dynamic behaviors. The run-
time is, however, considerable. A Step-Enlargement-Based Time-History Analysis …
time is, however, considerable. A Step-Enlargement-Based Time-History Analysis …
Efficient static analysis of assemblies of beam-columns subjected to continuous loadings available as digitized records
A Soroushian, EM Farahani - Frontiers in Built Environment, 2019 - frontiersin.org
Beams, beam-columns, columns, and frames, are of major importance in structural
engineering, and especially buildings and infrastructures analysis and design. In some …
engineering, and especially buildings and infrastructures analysis and design. In some …
[PDF][PDF] On the performance of a time integration computational cost reduction technique in implementation in analysis of buildings with irregularity in plan
A Baiani, A Soroushian, S Amiri - researchgate.net
Time integration is the most versatile tool to analyze semi-discretized problems describing
the structural dynamic behavior against digitized seismic excitations. The computational cost …
the structural dynamic behavior against digitized seismic excitations. The computational cost …
[PDF][PDF] SYSTEM REDUCTION IN SPACE FOR DYNAMIC FINITE ELEMENT ANALYSIS OF BEAM-COLUMNS ASSEMBLIES AGAINST EARTHQUAKES
A SOROUSHIAN, S AMIRI - Power - academia.edu
True behaviour of structural systems is nonlinear and dynamic. For the analysis, a
conventional approach is to discretize in space (by finite elements) the partial differential …
conventional approach is to discretize in space (by finite elements) the partial differential …