Zobrazeno 1 - 10
of 27
pro vyhledávání: '"非線形解析"'
Publikováno v:
地域と住民 : 道北地域研究所年報. 31:35-40
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::c0fbd8e99bc886d336a0a34e3b8354e3
http://id.nii.ac.jp/1088/00000199/
http://id.nii.ac.jp/1088/00000199/
Publikováno v:
都市・建築学研究. 22:57-64
Generally, a transmission tower is designed statically based on Japanese civil standard: Design Standard on Structures for Transmission, JEC127-(1979). However a special tower, e.g. very high tower and a tower under gusty wind, is designed dynamicall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::88e416579371c550c009b7b7ba5b966a
http://hdl.handle.net/2324/26768
http://hdl.handle.net/2324/26768
Publikováno v:
法政大学大学院紀要. デザイン工学研究科編. 1:1-8
HPM is the new numerical method suitable for the analysis of progressive failure. However, the sufficient argument or examinations to destruction by thermal stress are not performed. In this paper, a numerical method for the non-linear thermal stress
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::c268166fa640ebaaedb0048488005b6e
http://hdl.handle.net/10114/8461
http://hdl.handle.net/10114/8461
Publikováno v:
コンクリート工学年次論文集. 28(2):1393-1398
本研究では，PVA 短繊維を混入した曲げ破壊型 RC 梁の耐荷性状や破壊性状を適切に評価可能なコンクリートの引張軟化曲線を設定することを目的として，PVA 短繊維の体積混入率の異なる
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::3b8a6703a079d202132cab40735fad9f
http://hdl.handle.net/10258/1367
http://hdl.handle.net/10258/1367
Publikováno v:
法政大学情報メディア教育研究センター研究報告 = Bulletin of Research Center for Computing and Multimedia Studies, Hosei University. 19:73-76
地震などの災害では何らかの破壊現象を伴うが，連続体の解析手法で解析しようとしていたため，十分な解析結果を得ることができなかった．そこで，新たに物理モデルを提案し，微小
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::01e64239f452305a57b3b1f5c3cdbf53
http://hdl.handle.net/10114/00025064
http://hdl.handle.net/10114/00025064
Publikováno v:
構造工学論文集. A. 52:987-998
This paper devoted to give a detail study on influences of axial stiffness (product of Young’s modulus and cross-sectional area) of externally bonded FRP sheet on flexural behavior of RC beams by mean of three-dimensional elasto-plastic FE method.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::bc4c760c22eba3da908b74c388716292
http://hdl.handle.net/10258/929
http://hdl.handle.net/10258/929
Publikováno v:
構造工学論文集. A. 52:1273-1283
In order to establish impact resistant design procedure for RC structures based not on allowable stress design but on ultimate state design and/or performance-based design method, impact resistant capacity and/or maximum input impact energy for the R
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::c3adf016809f5873c831e892f2e54343
http://hdl.handle.net/10258/914
http://hdl.handle.net/10258/914
Publikováno v:
都市・建築学研究. 8:69-78
This paper describes unique ideas and devices to accurately measure cable tension of ultra high voltage transmission line. The authors developed a manpower exciter named "YUSURU," which is characterized by light-weight, non-power, and application of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::f9ac863a38aac09bb792447e0265fd94
http://hdl.handle.net/2324/19062
http://hdl.handle.net/2324/19062
Publikováno v:
コンクリート工学年次論文集. 27(2):1405-1410
本研究では，側面接着されたRC梁の耐荷性状に関する合理的かつ汎用性の高い解析手法の確立を目的に，側面接着シートの繊維強化方向を変化させた全4体のRC梁に対して3次元弾塑性数値
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::59d07a7c861424466385a7ca8a090cd7
http://hdl.handle.net/10258/1381
http://hdl.handle.net/10258/1381
Publikováno v:
法政大学計算科学研究センター研究報告 = Bulletin of Computational Science Research Center, Hosei University. 18:85-88
地盤や構造物は，微小変形領域では弾性的な挙動を示す．一方で液状化等を含む大変形領域では不連続体としての挙動が支配的となる．そこで，質点とそれを繋ぐ線要素から構成される
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::4c179fac3de530b67f480376ca9a210e
http://hdl.handle.net/10114/00025037
http://hdl.handle.net/10114/00025037