Posted by: vik
S_acceleration directions - 07/03/09 12:45 AM
Hi,
I am doing static equivalent analysis of siesmic analysis for a 150M long header which is anchored at one end and free on the other.
I have made 6 loadcases considerng Seismic Accelerations in +X, -X, +Z, -Z, +Y and -Y directions and very recently my counterpart told me not to consider seismic accelerations in negative directions also.
If my counterpart's comment is correct, the only reason which i find behind that comment is "We are adding double acting supports everywhere, so it will take care of the accelerations in the opposite directions"
The reason for which i am stressing my team to consider Accelerations in negative directions also is that the limit stop at the center of header is taking more load in negative acceleration case( almost twice the values of positive acceleration case).
Regards,
Vikas
I am doing static equivalent analysis of siesmic analysis for a 150M long header which is anchored at one end and free on the other.
I have made 6 loadcases considerng Seismic Accelerations in +X, -X, +Z, -Z, +Y and -Y directions and very recently my counterpart told me not to consider seismic accelerations in negative directions also.
If my counterpart's comment is correct, the only reason which i find behind that comment is "We are adding double acting supports everywhere, so it will take care of the accelerations in the opposite directions"
The reason for which i am stressing my team to consider Accelerations in negative directions also is that the limit stop at the center of header is taking more load in negative acceleration case( almost twice the values of positive acceleration case).
Regards,
Vikas