あしあと(土木学会論文集編)

A1(構造・地震工学)


Nishigandha KULKARNI, Akira KASAISeismic Verification Method for Steel Bridge Piers with Pipe Section under Two Directional Earthquake Components
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), Vol. 68(2012), No. 3, pp.597-609.

宇佐美勉, 倉田正志, 佐藤崇, 葛西昭, 萩澤宣保構造用アルミニウム合金の繰り返し弾塑性構成則
土木学会論文集A,Vol.65, No. 4, pp.980-993, 2009.11.

森下邦宏,宇佐美勉,阪野崇人,葛西昭鋼製橋脚の動的耐震照査法に関する検討
土木学会論文集,No.710/I-60,pp.181-190, 2002.

葛西昭,渡辺智彦,宇佐美勉,Praween CHUSILPせん断力を受ける無補剛箱形断面部材の強度と変形能
土木学会論文集,No.703/I-59,pp.129-140, 2002.

Qingyun LIU, Tsutomu USAMI and Akira KASAIInelastic Seismic Response Analysis of Eccentrically Loaded Steel Bridge Piers
Journal of Japan Society of Civil Engineers, Structural Engineering and Earthquake Engineering, JSCE, No.654/I-52, pp.25-38, 2000.

Liu, Q., Kasai, A. and Usami, T.Comparative study of four hysteretic models for pipe-section steel bridge piers
Journal of Structural Mechanics and Earthquake Engineering, JSCE, No.633/I-49, pp.11-24, 1999.

子林稔,宇佐美勉,葛西昭免震および非免震鋼製橋脚の動的解析による耐震性能評価
土木学会論文集
, No.619/I-47, pp.177-192, 1999.

A2(応用力学)


葛西昭, 宮本勇紀, 河岡英明, Susanti Lilya鋼圧縮部材の終局ひずみに関する解析的検討
土木学会論文集A2(応用力学), Vol. 70 (2014) No. 2, p. I_575-I_586, 2014.

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