論 文 名	著 者 名	掲載誌・巻号・頁
Newmarkのエネルギー一定則の適用性と評価に関する解析的検討	増川淳二，竹田哲夫，鈴木基行＊ ＊東北大学	コンクリート構造系の安全性評価研究委員会報告書・論文集，1999.9，pp.409-418
東京湾岸地域におけるLNG地下式貯槽のスロッシング検討用地震動の評価	永田茂，神谷篤志＊，渡辺修＊，岡本隆＊2 ＊東京ガス，＊2 NKK	土木学会論文集，No.619/I-47，1999.4，pp.75-90
ＰＣ構造へのエネルギー一定則の適用性検討	増川淳二，日紫喜剛啓，新井崇裕	プレストレストコンクリートの発展に関するシンポジウム論文集，Vol.9，1999.10，pp.703-708
Field applications of self-compacting concrete with advantageous performances	T.Mizobuchi，S.Yanai，K.Takada，N.Sakata，Y.Nobuta	Proceeding of the First International RILEM Symposium Self-compacting concrete，1999.9，pp.605-616
Study of nonlinear soil amplification charakuteristics of the acceleration response spectrum	S.Nagata，H.Ishida，N.Ohbo，N.Shiozaki	12th World Conference on Earthquake Engineering，2000.1，No.685
Transverse reinforcement and ductility of reinforced concrete high pier with hollow section	T.Ogata＊，K.Suda，J.Masukawa ＊JH	12th World Conference on Earthquake Engineering，2000.1，No.1298
Study of earthquake ground motion to examine sloshing in LNG inground storage tanks	S.Nagata，O.Watanabe＊，A.Kamiya＊，T.Okamoto＊2 ＊Tokyo Gas Co.,，＊2 NKK	12th World Conference on Earthquake Engineering，2000.1，No.1305
Models for concrete cover spalling and reinforcement buckling of reinforced concrete	K.Suda，J.Masukawa，K.Maekawa＊*University of Tokyo	12th World Conference on Earthquake Engineering，2000.1，No.1437
Predicting post-peak behavior of high bridge pier with hollow section using a new model for spalling of cover concrete and buckling of reinforcement	J.Masukawa，K.Suda，K.Maekawa＊ ＊University of Tokyo	12th World Conference on Earthquake Engineering，2000.1，No.1869
Three-dimensional nonlinear FEM analysis of hollow bridge piers considering spalling of concrete cover and buckling of reinforcing bars	J.Masukawa，K.Suda，K.Maekawa＊ ＊University of Tokyo	Transactions of the Japan Concrete Institute，Vol.21，2000.2，pp.255-262