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For soil spring, need to consider both tension and compression ?
Could you tell me about dynamic motion of fluid inside tank during earthquake? How can we model it in SAP2000
That's the point. Have you find your answer? Did you check the solution about fluid modeling within the sap2000 help file? Thanks.
14.8 e 6 steel modulus of elasticity but what is reference you had taken to design it...
Video @ 1.20 sec
why spring in local axis 2 direction ??? shouldnt be only in local axis 3
Model and analysis of overhead water tank th-cam.com/video/hU9bo09Pozo/w-d-xo.html
Is there really no sound in this video?
For soil spring, need to consider both tension and compression ?
Could you tell me about dynamic motion of fluid inside tank during earthquake? How can we model it in SAP2000
That's the point. Have you find your answer? Did you check the solution about fluid modeling within the sap2000 help file? Thanks.
14.8 e 6 steel modulus of elasticity but what is reference you had taken to design it...
Video @ 1.20 sec
why spring in local axis 2 direction ??? shouldnt be only in local axis 3
Model and analysis of overhead water tank th-cam.com/video/hU9bo09Pozo/w-d-xo.html
Is there really no sound in this video?
Model and analysis of overhead water tank th-cam.com/video/hU9bo09Pozo/w-d-xo.html