Dear experts
is there any item in ASCE or IBC codes descried the relation between the building height and seismic load ,or can i ignore/neglect the seismic load till specific height ?
i mean if i have one or two story concrete building i think no need to apply the seismic loads .
Thank you
is there any item in ASCE or IBC codes descried the relation between the building height and seismic load ,or can i ignore/neglect the seismic load till specific height ?
i mean if i have one or two story concrete building i think no need to apply the seismic loads .
Thank you