SEISMIC ANALYSIS OF MONOPOLE TRANSMISSION TOWERS
SEISMIC ANALYSIS OF MONOPOLE TRANSMISSION TOWERS
(OP)
WHAT IS CURRENTLY BEING USED AS FAR AS THE ANALYSIS OF MONOPOLES CONCERNING SIESMIC LOADING. TIA/EIA IS NOT VERY HELPFUL, AND SPECIFIC CODES, I.E. UBC/BOCA ARE NOT VERY APPLICABLE TO MONOPOLE TYPE STRUCTURES. ARE THERE EUROPEAN GUIDELINES FOR THIS???






RE: SEISMIC ANALYSIS OF MONOPOLE TRANSMISSION TOWERS
RE: SEISMIC ANALYSIS OF MONOPOLE TRANSMISSION TOWERS