E
Eduardo Miranda
Researcher at Stanford University
Publications - 570
Citations - 13816
Eduardo Miranda is an academic researcher from Stanford University. The author has contributed to research in topics: Computer music & Musical composition. The author has an hindex of 57, co-authored 534 publications receiving 12112 citations. Previous affiliations of Eduardo Miranda include Rutgers University & École Polytechnique Fédérale de Lausanne.
Papers
More filters
Journal ArticleDOI
Evaluation of Strength Reduction Factors for Earthquake-Resistant Design:
TL;DR: The main parameters that affect the magnitude of strength reductions are discussed in this paper, and the evaluation of the results indicates that strength reduction are primarily influenced by the maximum tolerable displacement ductility demand, the period of the system and the soil conditions at the site.
Book
New digital musical instruments : control and interaction beyond the keyboard
TL;DR: It's coming again, the new collection that this site has, and the favorite new digital musical instruments control and interaction beyond the keyboard computer music and digital audio series book is offered today.
Journal ArticleDOI
Significance of residual drifts in building earthquake loss estimation
Journal ArticleDOI
Approximate Seismic Lateral Deformation Demands in Multistory Buildings
TL;DR: In this paper, an approximate method to estimate the maximum lateral deformation demands in multistory buildings responding primarily in the fundamental mode when subjected to earthquake ground motions is presented, which permits a rapid estimation of the maximum roof displacement and of maximum interstory drift for a given acceleration time history or a given displacement response spectrum.
Journal ArticleDOI
Approximate Floor Acceleration Demands in Multistory Buildings. I: Formulation
Eduardo Miranda,Shahram Taghavi +1 more
TL;DR: In this article, an approximate method to estimate floor acceleration demands in multistory buildings responding elastically or practically elastic when subjected to earthquake ground motion is presented, and the effect of reduction of lateral stiffness along the height is investigated.