State-of-Arts Views on Response Control Technologies on Metal Space Structures

p. 277-288Recently various kinds of passive response control techniques are taken into practice for buildings in seismic areas, and they start affecting on the architectural design itself. These trend affects also on spatial structures, and application of such techniques to domes, truss structures, or tension structures are recently increasing. Folllowing previous descussions [1], this paper firstly present the recent varieties of architectural expressions using seismic response controll technologies in buildings. Then, several important progresses in the application of passive control technology for metal spatial structures are introduced by refering recently realized projects, followed by discussions on their response characteristics and easy response evaluation methods.Takeuchi, T.; Ogawa, T.; Kumagai, T. (2009). State-of-Arts Views on Response Control Technologies on Metal Space Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/650

Dynamic responses of cyclindrical lattice shell roofs under horizontal earthquake motions with arbitrary direction by shaking table test

p. 409-419This paper is intended as an investigation of the seismic response behavior of cylindrical lattice shell structures by shaking table tests. The seismic vibration tests are carried out using small scale models with shell span of 60 cm of cylindrical lattice shell roofs with substructure under horizontal motions in arbitrary direction. From the experimental results, the effects of difference of earthquake input direction and relationship between mechanical properties of roofs and substructures on response behavior of shell roofs are made clear. In addition, it is confirmed that the seismic response evaluation methods proposed in previous papers (Takeuchi et al. [1] ~ Takeuchi et al. [3]) apply to the responses subjected to earthquake motions with arbitrary direction.Kumagai, T.; Takeuchi, T.; Susuki, I.; Ogawa, T. (2009). Dynamic responses of cyclindrical lattice shell roofs under horizontal earthquake motions with arbitrary direction by shaking table test. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/653

Response Evaluation of Seismically Isolated Lattice Domes using Amplification Factors

p. 355-365Seismic responses of raised lattice domes with substructures are known to be very complicated, and it is known that not only horizontal response but also vertical response is excited under horizontal seismic input. Such action causes damage on structures and nonstructural elements such as ceiling and suspended lightning equipments. A seismic isolation system is known to be effective to reduce such responses. In this paper, simple response evaluation methods for lattice domes supported by substructures with seismic isolation bearings are proposed using response amplification factors and linearization techniques with the same concept proposed by authors. Their validities are discussed against the results of time history analyses.Takamatsu, K.; Takeuchi, T.; Kumagai, T.; Ogawa, T. (2009). Response Evaluation of Seismically Isolated Lattice Domes using Amplification Factors. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/652

ランダム化比較試験によるエドキサバン投与下におけるTKA後DVT発生に対するフットポンプの有効性

長崎大学学位論文 [学位記番号]博（医歯薬）甲第986号 [学位授与年月日]平成29年9月20

Evi1 is essential for hematopoietic stem cell self-renewal, and its expression marks hematopoietic cells with long-term multilineage repopulating activity

A new mouse in which an IRES-GFP cassette is knocked-in to the Evi1 locus reveals that HSC long-term multilineage repopulating activity specifically segregates with expression of the Evi1 transcription factor