senthil83
Mechanical
- Jun 26, 2012
- 66
i am working on a project where i am using braced frames on x- direction and ordinary moment frame on y-direction.
whether this structure needs to be designed as dual system or analysis with seismic + x with R value of braced frame and seismic +Y with R-value of OMF is enough for the seismic design of structure.
thanks
whether this structure needs to be designed as dual system or analysis with seismic + x with R value of braced frame and seismic +Y with R-value of OMF is enough for the seismic design of structure.
thanks