名大土木研究報告書 = NUCE research report

Material type: 図書

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Publication date: 名古屋大学工学部土木工学科 , [1966]-

Material Format: Paper

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Notes on use

Note (General)：: 記述はNo.5001「高張力鋼I形曲げ部材の耐荷力について」(1966.10)によるNo.9001(1990.4)以降のタイトル: NUCE research report出版者名称変更(和文・No.9702(1997.3)以降): 名古屋大学工学部土木工学科→名古屋大学大学院工学研究科土木工学専攻

Related materials as well as pre- and post-revision versions

Evaluation of lifecycle global environmental impact of transportation infrastructures Development of a cyclic two-surface model for structural steels with yield plateau 交通量配分問題へのファジィ・ニューラルネットワークの適用に関する研究 Fracture mechanics-based analysis of thermal crack propagation of massive concrete Development of earthquake-resistant ultimate strength design method for concrete-filled steel structures 鋼製橋脚の激震時挙動に関する基礎的研究 An estimation model of multi-mode O-D matrices based on link counts 高張力鋼を用いた構造物の強度に関する研究鋼構造物の十字すみ肉溶接継手部の疲労寿命評価手法と補修・補強に関する研究 Lifecycle management of network-level bridges 振動測定総合報告書高張力鋼の許容応力度に関する研究高張力鋼I形曲げ部材の耐荷力について : 高張力鋼の許容応力度 Fatigue behavior of structural components subjected to variable amplitude loading 有限要素法の構造解析への適用に関する研究 Gradient plasticity modeling for the fracture and strain localization of early age concrete Fatigue evaluation for highway bridge components under variable amplitude loading Cyclic elastoplastic behavior of steel structures : theory and experiment Numerical study on seismic performance evaluation of steel structures 土木鋼構造物の動的耐震照査法に関する基礎的研究 Development of computational models for reinforced concrete plate and shell elements The development of the unified concrete plasticity model for three dimensional analysis of reinforced concrete members Inelastic seismic response analysis of thin-walled steel bridge piers Ultimate strength of continuous composite beams 北港連絡橋の主塔の強度に関する基礎的研究 A combined disaggregate model system for travel demand forecasting A methodological study on public transportation network planning, operation and management using combined equilibrium models Robust active optimal control schemes for long span bridge towers against aerodynamic and seismic forces Nonlinear size effect analysis of concrete structures by the extended fictitious crack approach

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Paper

Material Type: 図書
Title: 名大土木研究報告書 = NUCE research report
Title Transcription: メイダイドボクケンキュウホウコクショ = NUCE research report
Publication Date: 名古屋大学工学部土木工学科 , [1966]-
Publication Date (W3CDTF): 1966
Size: cm
Alternative Title: NUCE research report
Place of Publication (Country Code): ja
Target Audience: 一般
Note (General): 記述はNo.5001「高張力鋼I形曲げ部材の耐荷力について」(1966.10)による
No.9001(1990.4)以降のタイトル: NUCE research report
出版者名称変更(和文・No.9702(1997.3)以降): 名古屋大学工学部土木工学科→名古屋大学大学院工学研究科土木工学専攻
Related Material: Evaluation of lifecycle global environmental impact of transportation infrastructures
https://cir.nii.ac.jp/crid/1130000793902970240
Development of a cyclic two-surface model for structural steels with yield plateau
https://cir.nii.ac.jp/crid/1130000794233905152
交通量配分問題へのファジィ・ニューラルネットワークの適用に関する研究
https://cir.nii.ac.jp/crid/1130000794371134592
Fracture mechanics-based analysis of thermal crack propagation of massive concrete
https://cir.nii.ac.jp/crid/1130000794393734400
Development of earthquake-resistant ultimate strength design method for concrete-filled steel structures
https://cir.nii.ac.jp/crid/1130000794558678016
鋼製橋脚の激震時挙動に関する基礎的研究
https://cir.nii.ac.jp/crid/1130000795149711488
An estimation model of multi-mode O-D matrices based on link counts
https://cir.nii.ac.jp/crid/1130000795478853760
高張力鋼を用いた構造物の強度に関する研究
https://cir.nii.ac.jp/crid/1130000796130966144
鋼構造物の十字すみ肉溶接継手部の疲労寿命評価手法と補修・補強に関する研究
https://cir.nii.ac.jp/crid/1130000796211281664
Lifecycle management of network-level bridges
https://cir.nii.ac.jp/crid/1130000796433291008
振動測定総合報告書
https://cir.nii.ac.jp/crid/1130000796490970880
高張力鋼の許容応力度に関する研究
https://cir.nii.ac.jp/crid/1130000797024079360
高張力鋼I形曲げ部材の耐荷力について : 高張力鋼の許容応力度
https://cir.nii.ac.jp/crid/1130000797144309248
Fatigue behavior of structural components subjected to variable amplitude loading
https://cir.nii.ac.jp/crid/1130000797199487616
有限要素法の構造解析への適用に関する研究
https://cir.nii.ac.jp/crid/1130000798128154752
Gradient plasticity modeling for the fracture and strain localization of early age concrete
https://cir.nii.ac.jp/crid/1130282268643300864
Fatigue evaluation for highway bridge components under variable amplitude loading
https://cir.nii.ac.jp/crid/1130282268875856768
Cyclic elastoplastic behavior of steel structures : theory and experiment
https://cir.nii.ac.jp/crid/1130282269186399104
Numerical study on seismic performance evaluation of steel structures
https://cir.nii.ac.jp/crid/1130282269804239360
土木鋼構造物の動的耐震照査法に関する基礎的研究
https://cir.nii.ac.jp/crid/1130282269933765376
Development of computational models for reinforced concrete plate and shell elements
https://cir.nii.ac.jp/crid/1130282270062966144
The development of the unified concrete plasticity model for three dimensional analysis of reinforced concrete members
https://cir.nii.ac.jp/crid/1130282270107445760
Inelastic seismic response analysis of thin-walled steel bridge piers
https://cir.nii.ac.jp/crid/1130282270292167680
Ultimate strength of continuous composite beams
https://cir.nii.ac.jp/crid/1130282270851558784
北港連絡橋の主塔の強度に関する基礎的研究
https://cir.nii.ac.jp/crid/1130282271408693888
A combined disaggregate model system for travel demand forecasting
https://cir.nii.ac.jp/crid/1130282271478553600
A methodological study on public transportation network planning, operation and management using combined equilibrium models
https://cir.nii.ac.jp/crid/1130282272115354880
Robust active optimal control schemes for long span bridge towers against aerodynamic and seismic forces
https://cir.nii.ac.jp/crid/1130282272143167232
Nonlinear size effect analysis of concrete structures by the extended fictitious crack approach
https://cir.nii.ac.jp/crid/1130282272653928704
Related Material (URI): https://ci.nii.ac.jp/ncid/BB09648310#entity
Data Provider (Database): 国立情報学研究所 : CiNii Research
Original Data Provider (Database): CiNii Books
https://ci.nii.ac.jp/books
NCID: https://ci.nii.ac.jp/ncid/BB09648310 : BB09648310