井野 智 Ino Satoru

ID:1000020001208

北海道情報大学 (2000年 CiNii収録論文より)

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Articles:  1-17 of 17

  • 空間形態学と図学 - 大学卒業後40年間を回顧して  [in Japanese]

    INO Satoru

    図学研究 34(3), 1-2, 2000-09-01

    References (9)

  • ESTIMATION OF THE DAMPING RATIO FOR PEDESTRIAN VIBRATIONS OF REINFORCED CONCRETE FLOOR SLABS  [in Japanese]

    ITO Masayoshi , INO Satoru , UEMATSU Takeyoshi

    Analyses of on-site collected pedestrian vibration data on examples of reinforced concrete floor slab systems are conducted and result in findings as follows mainly concerning the damping ratio for fl …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 65(528), 129-133, 2000

    J-STAGE  AIJ  References (9)

  • Suggested Subschemes for Types of Transformation in Axonometric Drawing toward its Added Utility  [in Japanese]

    SUGINOME Akira , KUROSAWA Kazutaka , INO Satoru , KOMURO Haruhi

    As a mere manual mode of orthographic illustration the axonometric drawing is increasingly treated in terms of its CG equivalent as a more generic form of presentation and its practical methodology se …

    Journal of Graphic Science of Japan 32(2), 47-54, 1998-06-01

    J-STAGE  References (7)

  • A study of Townscape Simulation Using Computer Graphics Animation : The Validity and the Limitation of the Simplified Computer Graphics Animation as a Simulation  [in Japanese]

    HAYATA Naohiko , INO Satoru

    Journal of Graphic Science of Japan 31(4), 11-23, 1997-12-01

    J-STAGE  References (26) Cited by (2)

  • 2181 Deflection-Controlled Long-time Design of Reinforced Concrete Floor Slabs Allowing a Margin for their Dimensional Inaccuracy  [in Japanese]

    UEMATSU Takeyoshi , INO Satoru , SUGINOME Akira , ITO Masayosh

    周辺固定の長方形RC床スラブについて,長期たわみ性状に支配的な影響要因をハ.ラメーターとした実験計画法に基づくモデルを設定し,差分法を用いた精密解から,簡便に長期たわみを予測できる近似式を提案した。この近似式により任意の長期たわみ目標値を与えるスラブ厚を算定することが可能である。目標値を例えば短辺スハ.ンの1/250と定めることにより現行の学会RC規準スラブ厚の増減係数が得られるが,これについては …

    コンクリート工学年次論文報告集 19(2), 1107-1112, 1997-06-01

    NDL Digital Collections  References (15)

  • Auxiliary Schemes for Axonometric Drawing to Add to its Practical Utility  [in Japanese]

    SUGINOME A. , Kurosawa Kazutaka , Ino Satoru

    The present report is intended to help enhance practical utility of axnometric manual drawing techniques. As a pertinent aid,a simple geometrical scheme is introduced to make transformation easier of …

    Memoirs of the Muroran Institute of Technology Science and engineering (44), p67-76, 1994-11

    IR  Cited by (1)

  • A METHOD OF ESTIMATING AMPLITUDE OF VIBRATION OF REINFORCED CONCRETE FLOOR SLABS BY WALKERS  [in Japanese]

    ITO Masayoshi , INO Satoru , SUGINOME Akira , UEMATSU Takeyoshi

    The degree of human perception of vibration of floor slabs generally is estimated in terms of major vibration criteria, natural vibration period Ti and amplitude 8. As for f we have already proposed r …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 59(460), 153-160, 1994

    J-STAGE  AIJ 

  • A METHOD OF ESTIMATING THE NATURAE VIBRATION PERIOD FOR REINFORCED CONCRETE FEOOR SEABS  [in Japanese]

    ITO Masayoshi , INO Satoru , SUGINOME Akira , SATO Takashi

    To serve as a practical solution which seems still unavailable to the problem of estimating the period Ti of natural vibration of reinforced concrete floor slabs, an approximate approach is herein pro …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 59(457), 77-82, 1994

    J-STAGE  AIJ 

  • A SURVEY OF THE STRUCTURAL CONDITIONS OF THE SLAB SYSTEMS OF A MULTISTORY R/C OFFICE BUILDING  [in Japanese]

    SUGINOME Akira , INO Satoru , ITO Masayoshi

    We herein report on our recent survey of the floors of a six-story r/c public office building to result in structural and material engineering data including its floor behavior, slab concrete properti …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 429(0), 101-110, 1991

    J-STAGE  AIJ  Cited by (1)

  • INVESTIGATIONS INTO DAMAGED RC FLOOR SYSTEMS OF AN OFFICE BUILDING OVER ITS LIFETIME  [in Japanese]

    SUGINOME AKIRA , INO SATORU , DOBASHI YOSHIZO

    This report describes on a comparatively large reinforced concrete office building the result of long-term investigations into the sagging damage to its floor systems while it had been in service for …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 376(0), 92-102, 1987

    J-STAGE  AIJ 

  • PREDICTION OF DEFLECTIONS OF REINFORCED CONCRETE FLOOR SLABS UNDER SERVICE LOADING  [in Japanese]

    SUGINOME AKIRA , INO SATORU , DOBASHI YOSHIZO , YAMAMURA AKIYOSHI

    In this report, accepted equations for the respective estimation of the known, causally different types of deflection for r. c. beams and one-way slabs are incorporated into the authors' deflecti …

    Journal of Structural and Construction Engineering (Transactions of AIJ) 372(0), 103-113, 1987

    J-STAGE  AIJ  Cited by (2)

  • Predictive Calculation for Deflections of Reinforced Concrete Floor Slab Systems-1-Phocedure  [in Japanese]

    SUGINOME Akira , INO Satoru , DOBASHI Yoshizo

    In this report, we incorporate equations for a respective estimation of causally different types of deflection for r.c. beams and one-way slabs into our system for the deflection calculation of two-wa …

    Memoirs of the Muroran Institute of Technology Science and engineering (36), p183-199, 1986-11

    IR 

  • STATE OF STRESSES IN REINFORCED CONCRETE SLAB SYSTEMS WITH BEAMS AND SLAB DAMAGES DUE TO LARGE DEFLECTIONS  [in Japanese]

    INO SATORU , DOBASHI YOSHIZO

    本報告では, 有限差法に一部撓角法を併用し, 各構造要素の変形を考慮した小梁付き床版の解析を行い, 小梁の設置形式が日型, 目型の2種について, その応力性状を明らかにしたもので, 斯様な架構形式の小梁付き床版の応力特性は大凡次の通りである。(1)周辺固定床版よりも大きな最大負曲げモーメントが平行大梁と床版の接合辺に生じる。(2)小梁の曲げ剛性が小さくなると最大負曲げモーメントは増大する。(3)ス …

    Transactions of the Architectural Institute of Japan 278(0), 45-54, 1979

    J-STAGE  AIJ 

  • RESEARCH ON ACTUAL CONDITIONS OF LARGE DEFLECTION SLAB DAMAGES TO REINFORCED CONCRETE FLOOR SLABS  [in Japanese]

    DOBASHI YOSHIZO , INO SATORU

    1100枚を越える既存のRC床スラブの沈下撓みを実測し, 大撓みをもつ障害スラブの実態を明らかにすると共に, 調査結果を分析・総合して, 大撓みの発生する限界寸度の推定を試みた。以上を要約し, その内容を列挙すると次の如くである。(1)RC床スラブにおける大撓み障害は, その亀裂パターンと大撓みに至る経年変化から推測して, 曲げ応力に他の要因(例えばコンクリートの乾燥収縮, クリープ, 温度応力等 …

    Transactions of the Architectural Institute of Japan 272(0), 41-51, 1978

    J-STAGE  AIJ  Cited by (4)

  • DYNAMIC PROPERTIES OF REINFORCED CONCRETE FLOOR SLABS  [in Japanese]

    INO SATORU

    以上, 種々の状態にある鉄筋コンクリート床版の振動の様態を調べ, 通常, 計測値と理論値間に差違を生じ易い幾つかの要因を取り上げ, その影響量について検討してきたが, その要点を列挙すると次の如くである。(1)大梁にのみ囲繞された床版の場合, 梁, 柱の変形が床版の振動性状に及ぼす影響は, 比較的小さく, 周辺固定床版の振動解に梁心スパンを採用して, その近似解とすることができるが, 梁内法スパン …

    Transactions of the Architectural Institute of Japan 273(0), 13-23, 1978

    J-STAGE  AIJ 

  • 8) AN EXPERIMENTAL STUDY ON RECTANGULAR STEEL PLATES WITH SLITS OR SQUARE OPENING  [in Japanese]

    Dobashi Yoshizo , Ino Satoru

    The writer has serially presented the difference solution for each group of rectangular plates shown in the title. Tests are made in order to check the propriety of the assumptions on which his method …

    Transactions of the Architectural Institute of Japan 67(0), 56-62, 1961

    J-STAGE  AIJ 

  • 6) EXPERIMENTAL STUDIES ON RECTANGLAR SLABS WITH A THIN QUADRANGLE IN THE CENTER  [in Japanese]

    Dobashi Yoshizo , Ino Satoru , Suzuki Kunio

    Loading tests of reinforced concrete slabs (one of equal depth and two above mentioned) are made. Deflections resulted at main points on these slabs are compared with the corresponding values obtained …

    Transactions of the Architectural Institute of Japan 65(0), 43-48, 1960

    J-STAGE  AIJ 

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