抄録
This paper reports on design and verification of Shin Isogo thermal power station. In this project, a tower-type boiler is adopted because of limited site area. This boiler building is composed of 4-large-box reinforced concrete columns using high-strength concrete and large steel beams. In order to realize this building, the examination of design method and the experiment on beam-column connection had been carried out over several years. We measured anchor-bolt and concrete strain in beam-column connection. The validity of design and the soundness of beam-column connection was verified from this result of measurement.
