Page 193 - Proceedings of 1st ISCIR 2017
P. 193

PROJECT BRIEF


                                     Seismic Strengthening to Saiko Hydraulic Power Station            JAPAN
                                     with TYFO  Fibrwrap  Composite Systems
                                                 ®
                                                            ®




            Yamanashi Prefecture, Tokyo

                               Japan
                                2013


















                                     Pacific Ring of Fire.
                                     Japan  has  had  a  long  history  of  earthquakes  and  seismic  activity.  It  is  an  area  of  high
                                     seismicity because it is located near major tectonic plate boundaries and is situated on the
                                     owner of the Power Station is Tokyo Power Company.
                                     Saiko Hydraulic Power Station is located in Yamanashi Prefecture close to Mt. Fuji. The

                                     building has only one floor made out of wood with a wall height of 8 m.
                                     The main building of the power station housing the generator was constructed in 1919. The
                                     by the Japanese government to check all its power stations for seismic capacity.
                                     After the major earthquake of Tohoku area in 2011, Tokyo Power Company was requested


                                     As a very old wooden building, evaluating the seismic capacity of the building was a major
                                     conducted with the Graduated School of Engineering University in Tokyo.
                                     challenge.  A  testing  program  to  evaluate  the  capacity  of  identical  wooden  wall  was
                                     The testing program data was used to perform a dynamic analysis to evaluate the seismic
                                     analysis model to evaluate the enhancement of the building seismic capacity.
                                                                       ®
                                     capacity  of  the  building.  In  a  next  stage  TYFO   SEH-51A  System  was  implemented  in
                                     disruption to work of the power generation center.
                                     All  the  strengthening  works  were  completed  from  outside  the  building  without  any








                           “Innovative Seismic Strengthening System for Concrete Structures”
                                        © 2017 | T Imjai & R. Garcia (Eds.)
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