Nonseismic Energy Absoption(Impact Loads)-Typical Structure?
Nonseismic Energy Absoption(Impact Loads)-Typical Structure?
(OP)
Pals
I have an assignment to provide a barrier against heavy and fast moving stones. Energy that comes with the stone is about 2000 kilojoules(ie about 1500 lbf.ft).
I will do fine if you direct me to a typical application or a civil engineering discipline that deals with similar phenomena.
respects
ijr
I have an assignment to provide a barrier against heavy and fast moving stones. Energy that comes with the stone is about 2000 kilojoules(ie about 1500 lbf.ft).
I will do fine if you direct me to a typical application or a civil engineering discipline that deals with similar phenomena.
respects
ijr






RE: Nonseismic Energy Absoption(Impact Loads)-Typical Structure?