1乯揷憼 棽, 挘帄鐼, 揷抧梲堦, 栘慡岹擵, 嶁堜峃怢, 陰摗惓恖, Chandra Goit丗幬峐婎慴偺僉僱儅僠僢僋丒僀儞僞乕儔僋僔儑儞偵娭偡傞尋媶丆搚栘妛夛榑暥廤A (Accepted), 2013.
2) Goit, C.S. and Saitoh, M. , Model tests on horizontal impedance functions of fixed-head inclined pile groups under soil nonlinearity. Journal of Geotechnical and Geoenvironmental Engineering, ASCE (accepted), 2014.
3) Saitoh, M., Formulas for Determining Structural Variables to Control the Maximum Deformations and Stored Energies in Structures with Elastic-Perfectly Plastic Springs under Monotonic Loading, Journal of Engineering Mechanics, ASCE, Vol.140(2), pp. 250-256, 2014. (Link)
4) Saitoh, M., An external rotary friction device for displacement mitigation in base isolation systems, Structural Control and Health Monitoring (published on line), DOI: 10.1002/stc.1560, 2013. (Link)
5) Goit, C.S, Saitoh, M., Oikawa, H., Kawakami, H., Effects of soil nonlinearity on the active length of piles embedded in cohesionless soil: model studies丆Acta Geotechnica (published on line), DOI 10.1007/ s11440-013-0257-0, 2013. (Link)
6)Goit, C.S, Saitoh, M., Mylonakis, G., Kawakami, H., Oikawa, H., Model tests on horizontal pile-to-pile interaction incorporating local non-linearity and resonance effects丆Soil Dynamics and Earthquake Engineering, Vol.48, pp.175-192, 2013. (Link)
7) Goit, C.S, Saitoh, M., Model tests and numerical analyses on horizontal impedance functions of inclined single piles embedded in cohesionless soil丆Earthquake Engineering and Engineering Vibration, Vol.12, No.1, pp.143-154, 2013. (Link)
8) Saitoh, M., Saito, T., Hikima, T., Ozawa, M., Imanishi, K., Representation of Soil-Foundation Systems and Its Application to Shaking Table Tests by Constructing a Mechanical Interface丆Earthquake Spectra, Vol.29, No.2, pp.547-571, 2013. (Link)
9乯Masato, Saitoh.丗Highly Reduced Lumped Parameter Models Representing Impedance Functions at the Interface of One-Dimensional Viscoelastic Continua,Journal of Vibration and Acoustics, Vol.134(3), pp.031008, 2012. 6.
10乯Padron, L.A, Aznarez, J.J., Maeso, O., Saitoh, M.丗Impedance functions of end-bearing inclined piles, Soil Dynamics and Earthquake Engineering, Vol.38, pp.97-108., 2012. 2.
11乯Masato Saitoh丗Lumped parameter models representing impedance functions at the end of a finite beam on a viscoelastic medium, Computers and Structures, Vol.92-93, pp.317-327, 2011. 11.
12乯Masato Saitoh丗A one-dimensional lumped parameter model representing impedance functions in general structural systems with proportional damping, International Journal for Numerical Methods in Engineering, Vol.90, pp.353-368, 2012.
13乯Masato Saitoh丗On the performance of lumped parameter models with gyro乚mass elements for the impedance function of a pile乚group supporting a single乚degree乚of乚freedom system,Earthquake Engineering and Structural Dynamics, Vol.41, pp.623-641, 2012.
14乯Masato Saitoh丗Equivalent One-Dimensional Spring-Dashpot System Representing Impedance Functions of Structural Systems with Non-Classical Damping丆CMES: Computer Modeling in Engineering & Sciences, Vol.67, No.3, pp.211-238, 2010. 11. (link) (pdf)
15乯Masato Saitoh 丗Lumped parameter models representing impedance funcitons at the interface of a rod on a viscoelastic medium丆Journal of Sound and Vibration (in press, avilable on line)丆Vol.330丆pp.2062-2072, 2011. 4. (link) (pdf).
16乯Masato Saitoh丗Effect of local nonlinearity in cohesionless soil on optimal radius minimizing fixed-head pile bending by inertial and kinematic interactions丆Acta Geotechnica, Vol.5, pp.273-286, 2010. 10. (link) (pdf)
17乯Masato Saitoh 丗On the performance of gyro-mass devices for displacement mitigation in base isolation systems丆Structural Control and Health Monitoring, Vol.19, pp.246-259, 2012.(link) (pdf)
18乯陰摗惓恖丗擲惈搚抧斦偺峐婎慴嬤朤偵偍偗傞慪惈壔偑嵟揔峐宎偵媦傏偡塭嬁偺夝愅揑昡壙丆搚栘妛夛榑暥廤A丆Vol.64, No.2丆pp.179-191丆2008. 4. (pdf*)
19乯陰摗惓恖丗嫮恔摦偵傛傞柶恔僔僗僥儉偺夁戝墳摎曄埵傪梷惂偡傞偨傔偺怴婡峔偺採埬偲夝愅揑昡壙丆搚栘妛夛榑暥廤A丆Vol.64, No.2丆pp.258-272丆2008. 4. (pdf*)
20乯Masato Saitoh丗Simple Model of Frequency-Dependent Impedance Functions in Soil-Structure Interaction Using Frequency-Independent Elements丆Journal of Engineering Mechanics, ASCE, Vol.133, No.10,pp.1101-1114, 2007. 10. (link) (pdf)
21乯Masato Saitoh 丗Fixed-head pile bending by kinematic interaction and criteria for its minimization at optimal pile radius丆Journal of Geotechnical and Geoenvironmental Engineering丆ASCE丆Vol.131丆No.10丆pp.1243-1251丆2005. 10. (link) (pdf)
22乯陰摗惓恖丗抧斦曄宍偲姷惈椡傪摨帪偵庴偗傞峐婎慴偺懝彎掅尭偺偨傔偺嵟揔峐宎偵娭偡傞婎慴揑尋媶丆搚栘妛夛榑暥廤丆No.787/I-71丆pp.161-175丆2005. 4.(pdf*)
23乯Masato Saitoh and Hiroyuki Watanabe丗Effects of flexibility on rocking impedance of deeply embedded foundation丆Journal of Geotechnical and Geoenvironmental Engineering丆ASCE丆Vol.130丆No.4丆pp.438-445丆2004. 4. (link)
24乯陰摗惓恖丗抧斦曄宍傪庴偗傞峐婎慴偺峐宎悺朄偑峐懱偺懝彎偵媦傏偡塭嬁偵偮偄偰丆搚栘妛夛榑暥廤丆No.766/I-68丆pp.175-189丆2004. 7.(pdf*)
25乯陰摗惓恖丆搉绯孾峴丗妸傝偲攳棧偺嫬奅旕慄宍惈偑峐婎慴偺摦揑僀儞僺乕僟儞僗偵媦傏偡塭嬁偵娭偡傞尋媶丆搚栘妛夛榑暥廤丆No.766/I-68丆pp.263-275丆2004. 7(pdf*)
26乯陰摗惓恖丆抮婽恀庽丆扞懞巎榊丆搉绯孾峴丗暋崌偡傞旕慄宍忦審壓偵偍偗傞戝宆婎慴偺廃攇悢墳摎摿惈偵娭偡傞幚尡揑尋媶丆搚栘妛夛榑暥廤丆No.759/I-67丆pp.131-142丆2004. 4.(pdf*)
27乯陰摗惓恖丆抮婽恀庽丆扞懞巎榊丆搉绯孾峴丗暋崌偡傞旕慄宍忦審壓偵偍偗傞戝宆婎慴偺擖椡懝幐岠壥偵娭偡傞昡壙丆搚栘妛夛榑暥廤丆No.759/I-67丆pp.143-155丆2004. 4.(pdf*)
28乯陰摗惓恖丆搉绯孾峴丗崉懱婎慴懁暻偲抧斦偺娫偺嫬奅旕慄宍惈偑擖椡懝幐岠壥偵梌偊傞塭嬁偵娭偡傞尋媶丆搚栘妛夛榑暥廤丆No.745丆I-65崋丆pp.39-51丆2003. 10. (pdf*)
29乯陰摗惓恖丆抮婽恀庽丆扞懞巎榊丆搉绯孾峴丗抧斦偺傂偢傒埶懚惈偑戝宆婎慴偺擖椡懝幐岠壥偵梌偊傞塭嬁偵娭偡傞尋媶丆搚栘妛夛榑暥廤丆No.738丆I-64崋丆pp.219-231丆2003. 7. (pdf*)
30乯陰摗惓恖丆惣懞徍旻丆搉绯孾峴丗嬋偘廮惈偺塭嬁傪峫椂偟偨戝宆婎慴偺擖椡懝幐岠壥偵娭偡傞棟榑揑昡壙丆搚栘妛夛榑暥廤丆No.731丆I-63崋丆pp.317-330丆2003. 4 (pdf*).
31)惣壀塸弐丆搉曈寬帯丆陰摗惓恖丆懞揷廋丆愳忋塸擇丗僀儞僥儕僕僃儞僩儅僥儕傾儖傪棙梡偟偨婎慴峔憿暔偺懝彎専抦庤朄偺採埬丆搚偲婎慴丆Vol.51丆No.11丆pp.17-19丆2003.
*丂杮儂乕儉儁乕僕偵偍偗傞慡暥宖嵹偵偮偄偰偼乽搚栘妛夛榑暥廤搳峞偺庤堷偒丂侾侽挊嶌尃偺婣懏 乿偵弨偠偰丆摉妛夛偵捠抦嵪傒偱偡丅
亂堦斒嵏撉晅偒榑暥(傾僽僗僩儔僋僩嵏撉傪娷傓)亃
1乯Saitoh, M., Saito, T., Hikima, T., Ozawa, M., Imanishi, K., On the Performance of a Mechanical System Emulating Dynamic Stiffness of Soil-Foundation Systems, Proceedings of the 4th Greece-Japan Workshop, Seismic Design, Observation, and Retrofit of Foundations, Vol.4, pp.135-140, 2011.
2乯Saitoh, M., Mechanical Representation of Dynamic Stiffness of Soil- Foundation Systems, Proceedings of the 3rd Greece-Japan Workshop, Seismic Design, Observation, and Retrofit of Foundations, Vol.3, pp.296-301, 2009.
3乯Saitoh, M., Effects of Nonlinearity upon Optimal Radius of Fixed-Head Pile Subjected to Kinematic Interaction丆Proceedings International Symposium on Engineering, Energy and Environment, pp.34-39, 2009.
4乯Saitoh, M., An Innovative Method for Evaluating the Dynamic Response of Inelastic Structures with Frequency-Dependent SSI, 14th World Conference on Earthquake Engineering(CD-ROM), pp.1-8, 2008.
5乯Saitoh, M., Nonlinear Response of Superstructures Influenced by Frequency- Dependent Oscillations in Impedance Functions of Pile Groups Embedded in a Layered Soil, Computational Methods in Structural Dynamics and Earthquake Engineering(CD-ROM), pp.1-8, 2009.
6乯Pongsathon, C., Nakhorn, P., Saitoh, M., Soil-Structure Interaction Effects on Elastic Response of Buildings in Bangkok by Frequency-Dependent Impedance Function丆Proceedings International Symposium on Engineering, Energy and Environment, pp.40-45, 2009.
7乯Otsuka, S., Saitoh, M., Kawakami, H., Nogami, Y., Murono, Y., Damage to Structures Subjected to Aftershocks Evaluated by Using Damage Index丆Proceedings International Symposium on Engineering, Energy and Environment, pp.58-63, 2009..
8乯Nakagawa, R., Saitoh, M., Kawakami, H., Evaluation of Natural Periods of Ground Subjected to Strong Earthquake Waves Based on H/V Technique丆Proceedings International Symposium on Engineering, Energy and Environment, pp.70-75, 2009..
9乯Goit, C.S., Saitoh, M., Kawakami, H., Nishiyama S., Experimental Studies on Non-Linear Response of Soil-Pile-Structure Systems Subjected to Strong Ground Motion, 14th World Conference on Earthquake Engineering(CD-ROM), pp. 1-8, 2008.
10乯Saitoh, M., Minimization of Fixed-Head Pile Bending at Optimal Radius under Realistic Conditions by Using Seismic Deformation Method, Proceedings of the 2nd Greece-Japan Workshop, Seismic Design, Observation, and Retrofit of Foundations, Vol.2, pp.401-408, 2007..
11乯Saitoh, M., Evaluation of Seismic Deformation Method for Determining Optimal Radius Minimizing Fixed-Head Pile Bending and Its Application to Practical Conditions, Computational Methods in Structural Dynamics and Earthquake Engineering(CD-ROM), pp.1-12, 2007.
12乯Saitoh, M., Minimization of Fixed-Head Pile Bending at Optimal Pile Radius, Proceedings of the 1st Greece-Japan Workshop, Seismic Design, Observation, and Retrofit of Foundations, Vol.1, pp.61-67, 2006.
13乯Saitoh, M., Ikegame, M., Tanamura, S., A Quasistatic Analysis Method to Improve Collapse Mechanism Analyses of Multi-Story Buildings, 13th World Conference on Earthquake Engineering(CD-ROM), No.1284, pp.1-10, 2004..
14乯陰摗惓恖丆墳摎曄埵朄偵婎偯偄偨抧斦曄埵傪庴偗傞峐婎慴偺嵟揔峐宎偵娭偡傞峫嶡丆搚栘妛夛抧恔岺妛榑暥廤(CD-ROM)丆pp.1-4丆2003.
15乯Saitoh, M., Watanabe, H., Effective Seismic Motion and Its application to Seismic Design, Research Report of Civil and Environmental Engineering, Vol.31, pp.33-40, 2002.
16乯Saitoh, M., Effective Seismic Motion of Caisson and Pile Foundation, RTRI Report, Special No.46, 2001..
17乯陰摗惓恖丆幒栰崉棽丆扞懞巎榊丆旕慄宍儌乕僪夝愅朄偵傛傞峔憿暔偺懝彎夁掱偲摦揑嫇摦偵娭偡傞尋媶丆戞26夞抧恔岺妛尋媶敪昞夛島墘榑暥廤丆戞2暘嶜丆pp.1009-1012, 2001.
18乯陰摗惓恖丆抮婽恀庽丆扞懞巎榊丆搉绯孾峴丗抧斦偺旕慄宍惈傪峫椂偟偨桳岠擖椡摦偵娭偡傞柾宆怳摦幚尡偲偦偺僔儈儏儗乕僔儑儞丆戞45夞抧斦岺妛僔儞億僕僂儉榑暥廤丆pp125-130丆2000.
19乯梾媥丆陰摗惓恖丆幒栰崉棽丆塇栴梞丆扞懞巎榊丆揷拞楁岝丆崱懞擭惉丗婛愝峔憿暔偺懴恔惈昡壙朄偵娭偡傞尋媶丆戞係夞懴恔曗嫮丒曗廋丆懴恔恌抐偵娭偡傞僔儞億僕僂儉榑暥廤丆pp131-138丆2000.
20乯Masato Saitoh, Akihiko Nishimura丗Effective seismic motion and its application to seismic design, 13th world conference on earthquake engineering, No.2697, pp.1-8, 2000.
21乯惣懞徍旻丆幒栰崉棽丆陰摗惓恖丗強梫崀暁恔搙僗儁僋僩儖偺嶌惉偲懴恔愝寁傊偺揔梡丆戞3夞抧恔帪曐桳懴椡朄偵婎偯偔嫶椑偺懴恔愝寁偵娭偡傞僔儞億僕僂儉島墘榑暥廤丆pp43-48丆1999.
22乯Saitoh丆M丏丆Murono丆Y丏丆Nishimura丆A丏丗Study on Effective Seismic Motion of Caisson Foundation with Flexural and Rocking Motion丆The 10th Earthquake Engineering Symposium丆Proc丏丆Vol.2丆pp1693-1698丆1998.
23乯惣嶳惤栬丆陰摗惓恖丆塇栴梞丆扞懞巎榊丆惣懞徍旻丆働乕僜儞婎慴丒抧斦宯偺抧恔帪暅尦椡摿惈偵娭偡傞尋媶丆戞10夞擔杮抧恔岺妛僔儞億僕僂儉丆 戞3暘嶜丆 pp3103-3108丆1998.
24乯Hiroyuki Watanabe丆Kazuhiro Aoto丆and Masato Saitoh丗Vibration tests of pile foundation models on a shaking table and numerical simulation of them, The ninth Earthquake Engineering Symposium丆Proc丏丆Vol.E41丆pp.E241-246丆1994.
亂尋媶曬崘丆婭梫亃
1乯Masato Saitoh and Hiroyuki Watanabe丗Effective Seismic Motion and Its application to Seismic Design丆Research Report of Civil and Env. Engrg. Vol.31, pp.33-40丆2002.
2乯Masato Saitoh丗Effective Seismic Motion of Caisson and Pile Foundation丆RTRI Report丆Special Issue, No.46丆2001.
3乯陰摗惓恖丆扞懞巎榊丗婎慴偲抧斦偺嫬奅晹偵惗偠傞妸傝丒攳棧偺塭嬁傪峫椂偟偨摦揑夝愅丆揝摴憤崌媄弍榑暥帍丆揝摴憤尋曬崘丆戞15姫丆pp29-pp34丆2001.
4乯陰摗惓恖丆抮婽恀庽丆扞懞巎榊丆抧恔帪懝彎夁掱傪峫椂偟偨怴偟偄惷揑旕慄宍夝愅朄丆揝摴憤崌媄弍榑暥帍丆揝摴憤尋曬崘丆戞15姫丆戞8崋丆pp31-34丆2001.
5乯幒栰崉棽丆陰摗惓恖丆惣懞徍旻丆抧斦偺晄惍宍惈偍傛傃峔憿暔傊偺桳岠擖椡摦偺昡壙丆揝摴憤崌媄弍榑暥帍丆揝摴憤尋曬崘丆戞13姫丆戞2崋丆pp23-28丆1999.
6乯惣嶳惤栬丆陰摗惓恖丆塇栴梞丆扞懞巎榊丆惣懞徍旻丆働乕僜儞婎慴偺懴恔愝寁丆揝摴憤崌媄弍榑暥帍丆揝摴憤尋曬崘丆戞13姫丆戞3崋丆pp19-24丆1999.
7乯彫椦夒旻丆陰摗惓恖丆扞懞巎榊丆惣懞徍旻丆戝宆婎慴偺懴恔愝寁丆揝摴憤崌媄弍榑暥帍丆揝摴憤尋曬崘丆戞13姫丆戞3崋丆pp31-36丆1999.
亂尋媶島墘敪昞榑暥亃
1乯陰摗惓恖,怳摦僔僗僥儉偺僀儞僺乕僟儞僗摿惈傪昞尰偡傞偨傔偺Lumped Parameter Model 偺採埬, 戞66夞擭師妛弍島墘夛奣梫廤(CD-ROM),1-2, 2011.
2乯岺摗 徆嵠, 陰摗惓恖, 捈愙婎慴偺摦揑僀儞僺 皟_儞僗摿惈偑峔憿暔偺摦揑墳摎偵媦傏偡塭嬁偺尋媶, 戞65夞擭師妛弍島墘夛奣梫廤 (CD-ROM),1-2, 2010.
3乯陰摗惓恖, 峐婎慴峔憿暔偺怳摦悢埶懚惈偑忋晹峔憿暔偺旕慄宍嫇摦偵媦傏偡塭嬁偵偮偄偰,戞65夞擭師妛弍島墘夛奣梫廤(CD-ROM),1-2, 2010.
4乯愼扟 徦師, 陰摗惓恖, 3師尦桳尷梫慺朄偵婎偯偔姷惈椡偲抧斦曄宍傪庴偗傞峐偺嵟揔峐宎偵娭偡傞昡壙, 戞65夞擭師妛弍島墘夛奣梫廤(CD-ROM),1-2, 2010.
5乯陰摗惓恖, 抧恔摦傪庴偗傞峔憿暔偺崅惛搙側幚尡僔儈儏儗乕僔儑儞偺偨傔偺婎慴 抧斦宯儊僇僯僇儖僀儞僞乕僼僃乕僗偺峔抸庤朄偺採埬, 戞64夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM), 2009..
6乯陰摗惓恖, 旕慄宍夝愅偵巊梡壜擻側怳摦悢埶懚惈傪桳偡傞婎慴抧斦宯偺僷儔儊乕僞儌僨儖偺採埬, 戞63夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),I-536,1-2, 2008.
7乯陰摗惓恖, Gyromass Element 傪棙梡偟偨婎慴 抧斦宯偺摦揑憡屳嶌梡栤戣偵娭偡傞怴庤朄偺採埬,棟榑墳梡椡妛島墘夛島墘榑暥廤,57,1-2, 2008.
8乯嶁揷懢榊, 陰摗惓恖, 愳忋塸擇, 嬤愙寶暔孮偑寶抸婎慴偺堩嶶尭悐岠壥偵梌偊傞塭嬁偺夝柧, 戞62夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),I-483,1-2, 2007.
9乯陰摗惓恖, 夞揮姷惈柶恔憰抲偵傛傞僋儕傾儔儞僗傪梷惂偟偨柶恔僔僗僥儉偺昡壙, 戞62夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),I-348,1-2, 2007.
10乯陰摗惓恖, 嬤朤抧斦偺旕慄宍惈偑嵟揔峐宎偵媦傏偡塭嬁偵娭偡傞夝愅揑昡壙,戞61夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),I-449,1-2, 2006..
11乯陰摗惓恖, 抧斦曄宍偲姷惈椡傪摨帪偵庴偗傞峐婎慴偺嵟揔峐宎偵娭偡傞棟榑揑昡壙, 戞60夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),I-612,1-2, 2006.
12乯愮梩堦庽丆陰摗惓恖丆愳忋塸擇, 婎慴峔憿暔傊偺嶌梡壸廳偑峔憿暔慡懱宯偺懝彎夁掱偵媦傏偡塭嬁偵娭偡傞尋媶, 戞59夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),I-049,1-2, 2004.
13乯惣壀塸弐, 陰摗惓恖, 懞揷廋, 愳忋塸擇, 搉曈寬帯, 僀儞僥儕僕僃儞僩儅僥儕傾儖偵傛傞婎慴峔憿暔偺懝彎専抦庤朄偺奐敪乮偦偺俀摟悈僨僶僀僗乯,戞59夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),VI-091,1-2, 2004.
14乯陰摗惓恖, 惣壀塸弐, 愳忋塸擇, 懞揷廋, 揷懞恀堦, 僀儞僥儕僕僃儞僩儅僥儕傾儖偵傛傞婎慴峔憿暔偺懝彎専抦庤朄偺奐敪乮偦偺侾埑揹僨僶僀僗乯,戞59夞搚栘妛夛擭師妛弍島墘夛奣梫廤(CD-ROM),VI-090,1-2, 2004.
15乯陰摗惓恖丗墳摎曄埵朄偵婎偯偄偨抧斦曄埵傪庴偗傞峐婎慴偺嵟揔峐宎偵娭偡傞峫嶡丆搚栘妛夛抧恔岺妛榑暥廤丆CD-ROM丆pp.1-4丆2003.
16乯陰摗惓恖丗抧斦曄宍傪庴偗傞峐婎慴偺嵟揔峐宎偵娭偡傞婎杮摿惈丆戞58夞搚栘妛夛擭師妛弍島墘夛奣梫廤丆CD-ROM丆pp.1-2,2003.
17乯陰摗惓恖丗婎慴偺廮惈偑儘僢僉儞僌僀儞僺乕僟儞僗偵梌偊傞塭嬁偵偮偄偰偺棟榑揑峫嶡丆戞37夞抧斦岺妛尋媶敪昞夛峓奣廤CD-ROM,No.926丆2002.
18乯陰摗惓恖丗尭悐偺塭嬁傪峫椂偟偨嫮恔帪懝彎夁掱偺惷揑昡壙朄偵娭偡傞尋媶丆戞57夞擭師妛弍島墘夛島墘奣梫廤CD_ROM,I-815丆2002.
19)Masato Saitoh丗Inelastic Quasi-static Analysis to Simulate Dynamic Behaviors of Multi-Degree-of-Freedom System丆10th International Conference on Soil Dynamics and Earthquake Engineering, Volume of Extended Abstract, p.174丆2001.
20乯陰摗惓恖丆搉绯孾峴丗婎慴偲抧斦偺嫬奅旕慄宍惈偵傛傞擖椡懝幐岠壥偵娭偡傞尋媶丆戞36夞抧斦岺妛尋媶敪昞夛峓奣廤,CD乚ROM丆No.0106丆2001.
21乯陰摗惓恖丆搉绯孾峴丗婎慴嬤朤偺嬊強揑旕慄宍惈偑抧斦-婎慴宯偺摦揑憡屳嶌梡偵梌偊傞塭嬁偵娭偡傞専摙丆戞1夞擔杮抧恔岺妛尋媶敪昞丒摙榑夛峓奣廤丆pp.279丆2001.
22乯陰摗惓恖丆幒栰崉棽丆扞懞巎榊丗旕慄宍儌乕僪夝愅朄偵傛傞峔憿暔偺懝彎夁掱偲摦揑嫇摦偵娭偡傞尋媶丆戞26夞抧恔岺妛尋媶敪昞夛島墘榑暥廤丆戞2暘嶜丆pp.1009-1012丆2001.
23乯陰摗惓恖丆抮婽恀庽丆扞懞巎榊丗旕慄宍儌乕僪夝愅朄偵傛傞嫮恔帪懝彎夁掱偺攃埇丆戞56夞擭師妛弍島墘夛島墘奣梫廤,CD_ROM,I-B012丆2001.
24乯陰摗惓恖丗Pushover夝愅偵偍偗傞嶌梡壸廳偺嵞昡壙偲旕慄宍儌乕僪夝愅朄偺懨摉惈偺専摙丆戞1夞擔杮抧恔岺妛尋媶敪昞丒摙榑夛峓奣廤丆pp.295丆2001.
25乯陰摗惓恖丆抮婽捈庽丆拞栰憦丆媨懞惓庽丗抧斦偲偺嫬奅旕慄宍惈傪峫椂偟偨働乕僜儞婎慴峔憿暔偺摦揑嫇摦偵娭偡傞夝愅揑尋媶丆戞55夞搚栘妛夛擭師妛弍島墘夛丆?J-B459丆pp.918-919丆2000.
26乯陰摗惓恖丆扞懞巎榊丆搉曈孾峴丗婎慴偲抧斦偺嫬奅旕慄宍惈傪峫椂偟偨摦揑憡屳嶌梡偵娭偡傞棟榑揑尋媶丆戞35夞抧斦岺妛夛尋媶敪昞夛丆俀暘嶜偺俀丆pp1947-1948丆2000.
27乯陰摗惓恖丆扞懞巎榊丆搉绯孾峴丗嫬奅旕慄宍惈偑僀儞僺乕僟儞僗偵梌偊傞塭嬁偵偮偄偰偺棟榑揑尋媶丆戞55夞搚栘妛夛擭師妛弍島墘夛丆?J-B454丆pp.908-909丆2000.
28乯抮婽恀庽丆塇栴梞丆陰摗惓恖丆扞懞巎榊丆懞忋桽擇丆僐儞僋儕乕僩嫟帋懱偵傛傞婎杮幚尡(偦偺侾丗懪壒幚尡奣梫)丆戞55夞搚栘妛夛擭師妛弍島墘夛丆V-456丆pp.1-2 (CD-ROM)丆2000.
29乯塇栴梞丆梾媥丆陰摗惓恖丆扞懞巎榊丆懞忋桽擇丆僐儞僋儕乕僩嫟帋懱偵傛傞婎杮幚尡(偦偺俀丗懪壒幚尡寢壥偺夝愅)丆戞55夞搚栘妛夛擭師妛弍島墘夛丆V-457丆pp.1-2 (CD-ROM)丆2000.
30乯懞忋桽擇丆梾媥丆塇栴梞丆陰摗惓恖丆僐儞僋儕乕僩嫟帋懱偵傛傞婎杮幚尡(偦偺俁丗AE/UT朄)丆戞55夞搚栘妛夛擭師妛弍島墘夛丆V-444丆pp.1-2 (CD-ROM)丆2000.
31乯戧戲憦丆幒栰崉棽丆陰摗惓恖丆扞懞巎榊丆曅忋揟媣丆愇揷捈旤丆陰摗朚晇丗抧斦曄埵傪峫椂偟偨峐偺嵹壸幚尡(偦偺俀丗扨峐偺応崌)丆戞55夞搚栘妛夛擭師妛弍島墘夛丆I-099丆pp.1-2 (CD-ROM)丆2000.
32乯陰摗惓恖丆惣懞徍旻丆幒栰崉棽丗桳岠擖椡摦偺強梫崀暁恔搙僗儁僋僩儖偵梌偊傞塭嬁偵娭偡傞尋媶丆戞34夞抧斦岺妛尋媶敪昞夛, 俀暘嶜偺俀丆pp.1559-1560丆1999.
33乯陰摗惓恖丆惣懞徍旻丗婎慴偺擖椡懝幐岠壥傪峫椂偟偨強梫崀暁恔搙僗儁僋僩儖偵娭偡傞尋媶丆戞25夞抧恔岺妛尋媶敪昞夛島墘榑暥廤丆pp541-544丆1999.
34乯嵅栰峅岾丆陰摗惓恖丆惣懞徍旻丆尭悐摿惈偑婎慴亅抧斦亅峔憿暔宯偺墳摎偵梌偊傞塭嬁偵娭偡傞尋媶丆戞34夞抧斦岺妛尋媶敪昞夛, 俀暘嶜偺俀丆pp.1569-1570丆1999.
35乯陰摗惓恖丆惣懞徍旻丆堩嶶尭悐岠壥傪峫椂偟偨強梫崀暁恔搙僗儁僋僩儖偵梌偊傞尭悐掕悢偵偮偄偰偺尋媶丆戞54夞搚栘妛夛擭師妛弍島墘夛島墘奣梫廤丆No.1-B丆pp822-823丆1999.
36乯嵅栰峅岾丆陰摗惓恖丆惣懞徍旻丆働乕僜儞婎慴峔憿暔偺旕慄宍僗儁僋僩儖朄偲帪崗楌摦揑夝愅朄偺斾妑専摙丆戞54夞搚栘妛夛擭師妛弍島墘夛島墘奣梫廤丆No.1-B丆pp.28-29丆1999.
37乯嵅栰峅岾丆陰摗惓恖丆惣懞徍旻丗慪惈椞堟偵偍偗傞1帺桼搙宯儌僨儖偲俽俼儌僨儖偺墳摎摿惈偺斾妑丆戞25夞抧恔岺妛尋媶敪昞夛島墘榑暥廤丆pp.537-540丆1999.
38乯陰摗惓恖丆惣懞徍旻丆幒栰崉棽丆嬥揷岶栬丗屳憌抧斦偵杽愝偝傟偨働乕僜儞婎慴峔憿暔偺桳岠擖椡摦偵娭偡傞夝愅揑尋媶丆戞53夞搚栘妛夛擭師妛弍島墘夛島墘奣梫廤丆No.1-B, pp588-589丆1998.
39乯陰摗惓恖丆幒栰崉棽丆惣懞徍旻丗擖椡懝幐岠壥偑旕慄宍暅尦椡摿惈傪桳偡傞働乕僜儞婎慴峔憿暔偵梌偊傞塭嬁偵偮偄偰偺尋媶丆戞53夞搚栘妛夛擭師妛弍島墘夛島墘奣梫廤, No.1-B, pp.590-591丆1998.
40乯陰摗惓恖丆幒栰崉棽丆惣懞徍旻丗嬋偘塣摦傪敽偆働乕僜儞婎慴偺桳岠擖椡摦偵娭偡傞尋媶丆戞33夞抧斦岺妛尋媶敪昞夛, 俀暘嶜偺侾丆pp.1101-1102丆1998.
41)偦偺懠
亂挊彂丒嶲峫帒椏亃
1)峐偺墧捈嵹壸帋尡摨夝愢乮暘扴乯丆抧斦岺妛夛丆2002.乮WG搑拞偱敳偗偰偟傑偄丆儊儞僶乕偺曽乆偵偼杮摉偵偛柪榝傪偍妡偗偟傑偟偨丅乯
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3)揝摴憤崌媄弍尋媶強曇丆懴恔愝寁昗弨偵傛傞愝寁寁嶼椺-働乕僜儞婎慴(暘扴)丆(嵿)揝摴憤崌媄弍尋媶強丆2000. 4.
4)塣桝徣揝摴嬊娔廋丒揝摴憤崌媄弍尋媶強曇丆揝摴峔憿暔摍愝寁昗弨丒摨夝愢亅懴恔愝寁乮暘扴乯丆娵慞丆1999. 10.
5)SI扨埵堏峴偵娭偡傞嶲峫帒椏(暘扴)丆揝摴憤崌媄弍尋媶強丒揝摴媄弍悇恑僙儞僞乕丆1999.10.
6)抧斦偼偙偆梙傟傞丆Railway Research Review丆尋桭幮丆1999. 7.
7)揝摴憤崌媄弍尋媶強曇丆愝寁偺庤堷偒 峐婎慴(応強懪偪峐)(暘扴)丆(嵿)揝摴憤崌媄弍尋媶強丆1997. 6.
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亂島廗夛摍亃
1) 愝寁幚柋幰偺偨傔偺 S摴峔憿暔摍愝寁昗弨丒摨夝愢丂懴恔愝寁 u廗夛島巘乮戝嶃夛応乯,丂尋桭幮庡嵜丆2000.
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9) 愝寁幚柋幰偺偨傔偺 S摴峔憿暔摍愝寁昗弨丒摨夝愢丂婎慴峔憿暔丒峈搚埑峔憿暔 u廗夛島巘乮搶嫗夛応乯,丂尋桭幮庡嵜丆1997.