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Construction Stage Analysis of the Main Truss Structure Erection for the Coal Yard Dome at PLTU Adipala power plant. The analysis considered dead, wind, and earthquake loads at different stages of erection. Maximum displacements, natural frequencies, ratios, forces and moments were calculated. Crane requirements were determined for each erection stage. Stages 1-8 were analyzed with results showing requirements for 2 cranes for erection and 1 crane on standby.

Author
Sintya Marissa
Language
EN

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