土木学会論文集 (Doboku Gakkai rombunshū) - v. 2001, n. 669 (février 2001)

Publié:	février 2001

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Qi, Lukuan / Seki, Hiroshi	Analytical Study On Crack Generation Situation And Crack Width Due To Reinforcing Steel Corrosion	161-171
Shirahama, Shoji / Hattori, Atsushi / Miyagawa, Toyoaki	Basic Properties Of Flexural Behavior Of Prestressed Concrete Beams With High Strength Materials	85-97
Yamaguchi, Toshinobu / Nishimura, Tsugio / Uomoto, Taketo	Creep Model For Frp Rods Based On Failure Statistic Theory Of Fibers	39-49
Mikata, Yasuhiro / Inoue, Susumu / Kobayashi, Kazuo / Nieda, Tamotsu	Effect Of Prestress On Shear Capacity Of Prestressed Concrete Beams	149-159
Yaginuma, Hiroshi / Yoshida, Takeshi / Ikeda, Takuya	Evaluation Of Durability Of Bedding Sand For Interlocking Block Pavement Under Repeated Loading By Heavy Vehicles	267-276
Lertsrisakulrat, Torsak / Watanabe, Ken / Matsuo, Maki / Niwa, Junichiro	Experimental Study On Parameters In Localization Of Concrete Subjected To Compression	309-321
Takeuchi, Yasushi / Koyanagawa, Masashi / Maki, Tsuneo / Maruyama, Teruhiko / Kimura, Makoto	An Experimental Study On The Conversion Equation of K-value And Elastic Modulus In Concrete Pavement	17-25
Sugata, Noriyuki / Ozaki, Shinobu	Fatigue Of Concrete And Its Failure Mechanism	1-16
Fujikake, Kazunori / Uebayashi, Katsutoshi / Ohno, Tomonori / Mizuno, Jun / Suzuki, Atsushi	Formulation Of Orthotropic Constitutive Model For Concrete Materials Under High Strain-rates And Triaxial Stress States	109-123
Kunieda, Minoru / Kawase, Takayuki / Kamada, Toshiro / Rokugo, Keitetsu	Fracture Mechanics Approach To Evaluate Bond Properties Of Crack Injection Repair	203-213
Pimanmas, Amorn / Maekawa, Koichi	Influence Of Pre-crack On RC Behavior In Shear	277-291
Pimanmas, Amorn / Maekawa, Koichi	Multi-directional Fixed Crack Approach For Highly Anisotropic Shear Behavior In Precracked RC Members	293-307
Horii, Masafumi / Fukuda, Tadashi	Pavement Ice Prediction System In Winter Maintenance	243-251
Ishida, Tetsuya / Kato, Tomoharu / Ninomiya, Sou / Maekawa, Koichi	Quantitative Evaluation Of Non-uniform Quality Of Concrete In RC Members	187-201
Mutsuyoshi, Hiroshi / Maki, Takeshi / Zatar, Wael A.	Seismic Behavior Of Partially Prestressed Concrete Piers	27-38
Hoshikuma, Jun-Ichi / Unjoh, Shigeki / Nagaya, Kazuhiro	Size Effect On Inelastic Behavior Of Reinforced Concrete Columns Subjected To Cyclic Loading	215-232
Uebayashi, Katsutoshi / Fujikake, Kazunori / Ohno, Tomonori / Mizuno, Jun / Suzuki, Atsushi	Stress-strain Model With Dynamic Strain Softening Behaviors For Concrete Materials Under Triaxial Compressive Stress States	135-148
Kawasaki, Hideaki / Matsushita, Hiromichi	Structural Characteristics On Two Span Exradosed Bridge With A Higher Tower	233-242
Sagawa, Yasutaka / Matsushita, Hiromichi / Takeo, Koyo	A Study On Bond Characteristics And Improvement Of Ultimate Strength In Carbon Fiber Sheet Adhesion Method	71-83
Fujikake, Kazunori / Uebayashi, Katsutoshi / Ohno, Tomonori / Emori, Katsuhiko	Study On Dynamic Tensile Softening Characteristic Of Concrete Material Under High Strain-rates	125-134
Oshita, Hideki	Study On Effect Of Pore Water Behavior And Visco-elastic Behavior On Creep Mechanics Of Concrete	51-69
Kobayashi, Koichi / Miyagawa, Toyo	Study On Estimation Of Corrosion Rate Of Reinforcing Steel In Concrete By Measuring Polarization Resistance	173-186
Kagaya, Makoto / Suzuki, Toru / Kokubun, Shuichi / Tokuda, Hiroshi	A Study On Mix Proportions And Properties Of Steel Fiber Reinforced Roller Compacted Concrete For Pavements	253-266
Fukudome, Kazuto / Nagataki, Shigeyoshi / Sakamoto, Mamoru / Suzuki, Tatsuo / Kita, Tatsuo	A Study On Mixture Design And Quality Control Method Of High Fly Ash Concrete	99-108

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IssueID
59153
Publié(e) le:
24.08.2021
Modifié(e) le:
24.08.2021

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 2001, n. 669 (février 2001)

Articles dans ce numéro

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 2001, n. 669 (février 2001)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.