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Results Conclusion: The vibration characteristics are STEADY-STATE (FORCED) VIBRATIONS RANDOM. This process piping systems have traditionally been designed on the basis of a static analysis with little or no attention paid to vibration induced fatigue. This is principally because most piping design codes (ASME B31.3) do not address the issue of vibration in any meaningful way. This results in piping vibration being considered on an adhoc or reactive basis as we have done in this assessment. The existing design of overhead piping system has been found to be overly flexible due to the presence of the extremely low fundamental natural frequency and the subsequent first 10 modes (0.8 Hz to 3.8Hz). As a result of which the overhead piping system was found prone to low frequency excitations that typically cause lateral piping vibrations. New additional supports are proposed to be installed on the piping system which will result in the stiffening of the overhead piping system to an extent that the lower natural frequencies will disappear and the fundamental frequency in the dynamic design of overhead piping system is set at 4.051Hz. Hence it was recommended to add additional piping supports and to reinforce the pipe rack structure with additional brace members as a solution to overcome this problem |
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