Zobrazeno 1 - 10
of 13
pro vyhledávání: '"寸法効果"'
Publikováno v:
都市・建築学研究. 40:11-18
Glued build-up members (GBM) are structural building members that are developed as an application to effectively utilize box-heart timbers. The purpose of this study is to establish a method for evaluating the bending performance of a GBM. In this pa
Autor:
森, 浩二
0048
甲第21067号
工博第4431号
新制||工||1689(附属図書館)
学位規則第4条第1項該当
Doctor of Philosophy (Engineering)
Kyoto University
DFAM
甲第21067号
工博第4431号
新制||工||1689(附属図書館)
学位規則第4条第1項該当
Doctor of Philosophy (Engineering)
Kyoto University
DFAM
Externí odkaz:
http://hdl.handle.net/2433/232000
Publikováno v:
秋田県立大学ウェブジャーナルB(研究成果部門) = Akita prefectural University Web Journal B(Results of research). 2:138-143
Autor:
福山大学工学部建築学科, Department of Architecture, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 30:85-94
As appeared in fracture phenomena of compression, flexural and shear failure, the scale effect is probably the most important manifestation in view of the structural safety. So, many experiments about the scale effect of RC structures have so far bee
Autor:
株式会社ADO建築設計事務所, 株式会社JFEスチール, 九州共立大学工学部建築学科, 福山大学建築学科, 株式会社JFE技研, Fukuyama University
Publikováno v:
福山大学工学部紀要. 29:93-100
The demand to use high strength and high performance material because of large span and high rise of building in recent years. As to use of high-strength steel in composite steel and reinforced concrete structures, it remains to be clarified whether
Autor:
福山大学大学院建築学専攻, 福山大学工学部建築学科, Fukuyama University, Department of Architecture, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 28:93-99
In architecture and engineering works, there are differences of the concept of the reduced factor to the shearing. Then, in this paper, the size effect of architecture and engineering works is examined based on the study in the past. In addition, the
Autor:
福山大学工学部建築学科, Department of Architecture, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 26:59-66
As appeared in fracture phenomena of compression, bending and shear failure, the size effect is probably the most important manifestation in view of the structural safety. This paper presents the experimental work on elasto-plastic behavior of the fu
Autor:
福山大学工学部健築学科, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 25:49-54
This paper presents a numerical analysis of the size effect on the shear strength of RC beams, and some problems are discussed in this study. The numerical model is verified using two-dimension nonlinear finite element analysis, which is applied to t
平成14年度~平成16年度科学研究費補助金(基盤研究(C)(2))研究成果報告書
研究概要:本研究は石灰岩が広く分布する琉球列島の島々で,石灰岩が急斜面(崖)をつくる場所,石灰岩台地
研究概要:本研究は石灰岩が広く分布する琉球列島の島々で,石灰岩が急斜面(崖)をつくる場所,石灰岩台地
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::d5debfe584c46a9ffcf5fbc24b52f81b
http://hdl.handle.net/20.500.12000/12208
http://hdl.handle.net/20.500.12000/12208