A Source Model of the 2007 Niigata Chuethu earthquake. (The second edition) -Digitized Data- (Japanese)
	A Source Model of Iwate-Miyagi-Nairiku Earthquake of 2008. (Provisional) -Digitized Data- (Japanese)
	Evaluation Method for Site Amplification Effects. (Japanese)
	A Source Model of Tokachi-Oki Earthquake of 2003. (BSSA, Vol.98, No.1 Model) -Digitized Data- (Japanese)
	A Source Model of Noto Peninsula Earthquake of 2007. (The forth edition) -Digitized Data- (Japanese)
	The focus model of the offing earthquake of Kushiro in 1993. (The second edition) -Digital data- (Japanese)
	Severe earthquake record at the port and airport by Fukuoka-Seihou-Oki Earthquake of March 20, 2005. (The third edition) -Digitized Data- (Japanese)
	A Source Model of the 2004 Niigata Chuethu earthquake. (The second edition) -Digitized Data- (Japanese)
	It is related with the severe earthquake record of the offing earthquake of 1968 Tokachi by port area severe earthquake observation.(HAJIME Tsuchuda) (Japanese)
	Severe earthquake record at the port and airport by the earthquake off September 5, 2004 Kii Peninsula (Revise) -Digital data- (Japanese)
	Severe earthquake record at the port and airport by the earthquake off September 5, 2004 Kii Peninsula -Digital data- (Japanese)
	The focus model of the Tottori western earthquake in 2000 -Digital data- (Japanese)
	Rise time required for reappearance of a strong motion (Japanese)
	About "The directivity handbook of the earthquake motion for a port plan" (Japanese)
	The experiential site amplification of Haneda Airport (Japanese)
	The bottom angle of the wedged Caisson quaywall (Japanese)
	It is joint development of the quake-absorbing container crane for port functional maintenance in case of an earthquake (Japanese)
	Application of Magnetic Resonance Imaging (MRI) in Civil Engineering Fields
	Severe earthquake observation is what to have clarified (Japanese)
	About the feature of the surface wave which spreads Haneda Airport (Japanese)
	Reexamination of the cause which depression of an intermediate frequency zone produces in EMPIRICAL GREEN�fS FUNCTION METHOD, and the simple solution method (Japanese)
	The arrangement plan in consideration of direction of the shake of the near-field earthquate of the HIGH EARTHQUAKE RESISTSNT QUAY WALL (Japanese)
	Seismic behaviors of CONTAINER CRANE and QUAY WALL under Major Earthquake
	Shake table large scale test on quefaction-induced ground displacement and behavior of pile structures (Japanese)