As computational needs for structural finite element analysis increase, a robust implicit structural dynamics code is needed which can handle millions of degrees of freedom in the model and produce results with quick turn around time. A parallel code is needed to avoid limitations of serial platforms. Salinas is an implicit structural dynamics code specifically designed for massively parallel platforms. It computes the structural response of very large complex structures and provides solutions faster than any existing serial machine. This paper gives a current status of Salinas and uses demonstration problems to show Salinas' performance
Finite element programs with explicit time integration for nonlinear structural dynamics are getting...
The paper deals with the simulation of the non-linear and time dependent behaviour of complex struct...
Issued as Report, and Final reports [nos. 1-2], Project no. E-25-563Final report [nos. 2] has title:...
Salinas provides a massively parallel implementation of structural dynamics finite element analysis,...
Salinas provides a massively parallel implementation of structural dynamics finite element analysis....
[[abstract]]In the area of crash impact, research is urgently required on the development and evalua...
This research addresses the time history analysis of structures subjected to dynamic loads using hig...
[[abstract]]The finite element method is widely used to model physical systems in various engineerin...
[[abstract]]The paper explores some of the design characteristics of explicit and implicit methods f...
With recent advances in parallel supercomputers and network-connected workstations, the solution to ...
AbstractThis paper describes the parallel finite element analysis of large scale 3-D structural dyna...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
The class of physical problems of metal structures subject to rapid, large amplitude loads, such as ...
Explicit codes are often used to simulate the nonlinear dynamics of large-scale structural systems, ...
Parallel computing in civil engineering has been restricted to monotonic shock or blast loading with...
Finite element programs with explicit time integration for nonlinear structural dynamics are getting...
The paper deals with the simulation of the non-linear and time dependent behaviour of complex struct...
Issued as Report, and Final reports [nos. 1-2], Project no. E-25-563Final report [nos. 2] has title:...
Salinas provides a massively parallel implementation of structural dynamics finite element analysis,...
Salinas provides a massively parallel implementation of structural dynamics finite element analysis....
[[abstract]]In the area of crash impact, research is urgently required on the development and evalua...
This research addresses the time history analysis of structures subjected to dynamic loads using hig...
[[abstract]]The finite element method is widely used to model physical systems in various engineerin...
[[abstract]]The paper explores some of the design characteristics of explicit and implicit methods f...
With recent advances in parallel supercomputers and network-connected workstations, the solution to ...
AbstractThis paper describes the parallel finite element analysis of large scale 3-D structural dyna...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
The class of physical problems of metal structures subject to rapid, large amplitude loads, such as ...
Explicit codes are often used to simulate the nonlinear dynamics of large-scale structural systems, ...
Parallel computing in civil engineering has been restricted to monotonic shock or blast loading with...
Finite element programs with explicit time integration for nonlinear structural dynamics are getting...
The paper deals with the simulation of the non-linear and time dependent behaviour of complex struct...
Issued as Report, and Final reports [nos. 1-2], Project no. E-25-563Final report [nos. 2] has title:...