ST 接合部
箱形断面柱-H形断面はり接合部のダイアフラム補強に関する研究 : 接合部降伏耐力の評価
... 3) For cQnnection reinforced with outer diaphragm (or outside stiffening ring),,calculated yield strengths by. the formula of Eq'[r] ...
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鋼構造筋かい接合部の耐震安全性評価に関する実験的研究
... Architectural Institute of Japan.. NII-Electronic Library Service[r] ...
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付着良好な梁降伏型RC内部接合部の必要せん断補強筋量
... The current New Zealand code for concrete structures requires that the horizontal shear reinforcement within a beam column joint must carry the total joint shear force unless the axial f[r] ...
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角形鋼管柱・H形はり接合部の局部破壊 : 角形鋼管柱溶接接合部の実験的研究 1
... In the steel structures consisted of RHS-columns and H-beams, it is important to proportion the details of connections, which should have sufficient load carrying capacity and appropriat[r] ...
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鋼管柱・H形はり接合部の局部耐力 : 高張力遠心鋳鋼管について
... 2) The local strength of the spun column connection is estimated in the sa'me manner as for the plane tubular. column connection.[r] ...
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EP型,BX型接合部の正負交番荷重下の変形・破壊挙動について : 木柱-鋼梁接合部の耐力と靭性に関する実験的研究,その1
... load yersus deftection hysteresis loops under alternate cyclic loadlng, The connector type are consist of two group, the first is steel beam be jointed by a plain End Plate system connec[r] ...
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高速載荷時の鋼構造接合部の力学的挙動に関する実験的研究 : その3. 載荷速度の影響を考慮した接合部の力学的特性
... This paper describes the outline of our quantitative consideJation of the relation between stress and strain on the basis of the results of both the previous expe[r] ...
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H形鋼を用いた軸組筋かい材端接合部の力学的性状
... Therefore, in order to mak,e clear the statical cha[acteristics of high strength bolted connections of wide flange steel braces, experimental $tudy on such connecti[r] ...
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鉄筋コンクリート造柱はり接合部補強法に関する実験的研究 : その1 はり主筋の接合部からの抜け出しとはり端塑性ヒンヂの変形機構について
... For example, in one specimen, longitudinal bars of beams going thrpugh the joint were welded to stirrups ses in the joint,, "-rhile in another specimen, longitudinal bars o[r] ...
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H形鋼強軸交叉形柱・はり接合部の弾塑性せん断変形挙動評価法に関する研究 : その1 柱・はり接合部の抵抗モデルについて
... The results of this comParison are discussed and summarized in' this paper, and it has been concluded that the modeling for resistance, of the panel zone and the frame action surrounding[r] ...
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鋼材および突合せ溶接接合部のエネルギー吸収能力について
... absorbing capacity in the nondimensional form does not indicate distinctive differences among the structuTal steels and their butt welded joints, although the cyclic stress-strain curves[r] ...
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鋼板ウェブを持つ木材接合部の荷重－すべり性能
... Instructions for use Title 鋼板ウェブを持つ木材接合部の荷重−すべり性能 Author(s) 平井, 卓郎 Citation 北海道大學農學部 演習林研究報告 = RESEARCH BULLETINS OF THE COLLEGE EXPERIMENT FORESTS HOKKAIDO UNIVERSITY, 47(1): 215-248 ...
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欠陥を有する柱-はり接合部の塑性変形能力に関する破壊力学的検討 : 欠陥を有する溶接接合部の破壊挙動に関する研究 その3
... The purpose of this paper is to determine the critical value of fracture of defective structural rnembers after crack propagation and thereby to measure quantitatively the fracture defor[r] ...
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高速載荷時の鋼構造接合部の力学的挙動に関する実験的研究 : その2 めっき処理を施した鋼素材,突合わせ溶接接合,中ボルトせん断型接合部の載荷実験
... loading, the chara,c, teristic.s of the change in mecbanical properties of the galvanized base metal, the galvanized butt-welded joints and the joints through shear strength of [r] ...
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鉄骨鉄筋コンクリート柱はり接合部のせん断耐力
... Diagonal tension cracking strength is not affected by either the type of connection or the ,value of B,IB.. On the other hand, ultimate strength is strongly affected by either the type o[r] ...
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鋼管くい基礎接合部の終局耐力と変形能力
... Based on the experimental results, failure modes of the connections are introduced in- clusively and ernpirical formulas for the ultimate strength are derived, which may enabie a more ra[r] ...
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強震下におけるCFT多層骨組の柱梁接合部局部の最適設計法に関する研究 [ PDF
... 3 ) 孫玉平，崎野建治，吉岡智和：直線型横補強筋により拘束された高 強度 RC 柱の曲げ性状，日本建築学会構造系論文集，第 486 号，pp.95- 106，1996.8 4 ) 河野昭彦，松井千秋，村井望：コンクリート充填角型鋼管柱と H 型 鋼梁のダイヤフラム補強型接合部の局部変形に対する荷重－変形関 係モデル，鋼構造論文集 第 5 巻 第 1 7 号，p p9 3 － 1 04 , 1 99 8 5 ...
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コンクリート充てん角形鋼管柱・鉄骨ばり・接合部の挙動について : 外ダイアフラム接合形式
... The purpose of this paper is to clarify the mechanism of stress transmission, deformqtion capacity and energy absorption capacity, According to this purpose, we made a series of experime[r] ...
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角形鋼管柱・H形はり接合部の局部耐力推定式 : 角形鋼管柱溶接接合部の実験的研究2
... The paper examines the local failure of welded RHS-column to H-beam connectiens with exterier diaphragm in rigid steel frames.. Based on a number of simplifiecl model test resutt[r] ...
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