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  1. blihp

    Coupling of columns thru slabs

    hi i have a building where i have a couple of columns relatively close to another and am finding that they are attracting axial loads under a lateral load only case (ie no gravity or live loads). The columns are pinned and thus it cant be frame action (and the results show they are carrying...
  2. blihp

    comfort criteria for buildings

    i have previously posted this under the moment frame and shear wall thread but got no responses... so try again! :-) i am starting on the design of a number of tall buildings, ranging in heights from 25-50 storeys and am aware that i need to design the stability systems to ensure that...
  3. blihp

    Comfort Accelerations limits for Tall Building

    i am starting on the design of a number of tall buildings, ranging in heights from 25-50 storeys and am aware that i need to design the stability systems to ensure that accelerations from wind are kept to allowable limits. I have a few questions on this: 1/ where can i find some stated...

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