runge-kutta-fehlberg integration algorithm (MathWorks Inc)
MathWorks Inc is a verified supplier 
90
Structured Review
MathWorks Inc
runge-kutta-fehlberg integration algorithm
Runge Kutta Fehlberg Integration Algorithm, supplied by MathWorks Inc, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/runge%E2%80%93kutta%E2%80%93fehlberg+integration+algorithm/10__1007_slash_s11803___018___0481___6-59-45-50
Average 90 stars, based on 1 article reviews
Runge Kutta Fehlberg Integration Algorithm, supplied by MathWorks Inc, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
https://www.bioz.com/product/runge%E2%80%93kutta%E2%80%93fehlberg+integration+algorithm/10__1007_slash_s11803___018___0481___6-59-45-50
Average 90 stars, based on 1 article reviews
runge-kutta-fehlberg integration algorithm - by Bioz Stars,
2026-09
90/100 stars
Images
Related Articles
other:Article Title: Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD) Article Snippet: The paper deals with the seismic reliability of elastic structural systems equipped with friction pendulum isolators (friction pendulum system).. The behavior of these systems is analyzed by employing a twodegree-of-freedom model accounting for the superstructure flexibility, whereas the friction pendulum system device behavior is described by adopting a widespread model that considers the variation of the friction coefficient with the velocity.. With reference to medium soil condition, the uncertainty in the seismic inputs is taken into account by considering a set of artificial records, obtained through Monte Carlo simulations within the power spectral density method, with different frequency contents and characteristics depending on the soil dynamic parameters and scaled to increasing intensity levels. Article Title: Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices Article Snippet: The aim of this work is to propose seismic reliability-based relationships between the strength reduction factors and the displacement ductility demand of nonlinear structural systems equipped with friction pendulum isolators (FPS) depending on the structural properties.. The isolated structures are described by employing an equivalent 2dof model characterized by a perfectly elastoplastic rule to account for the inelastic response of the superstructure, whereas, the FPS behavior is described by a velocity-dependent model. An extensive parametric study is carried out encompassing a wide range of elastic and inelastic building properties, different seismic intensity levels and considering the friction coefficient as a random variable.. Defined a set of natural seismic records and scaled to the seismic intensity corresponding to life safety limit state for L’Aquila site (Italy) according to NTC08, the inelastic characteristics of the superstructures are designed as the ratio between the average elastic responses and increasing strength reduction factors. Article Title: Influence of FPS bearing properties on the seismic performance of base-isolated structures Article Snippet: The paper analyzes the influence of friction pendulum system (FPS) isolator properties on the seismic performance of base-isolated building frames.. The behavior of these systems is analyzed by employing a two-degree-of-freedom model accounting for the superstructure flexibility, whereas the FPS isolator behavior is described by adopting a widespread model that considers the variation of the friction coefficient with the velocity.. The uncertainty in the seismic input is taken into account by considering a set of natural records with different characteristics scaled to increasing intensity levels. |