ON CANCELLATION OF UNBALANCED FORCE VECTOR IN THE ELASTOPLASTIC INCREMENTAL ANALYSIS OF A FRAME

Author:

SHUGYO Minoru1

Affiliation:

1. Nagasaki University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference13 articles.

1. 1) Commentary on Structural Regulations of the Building Standard Law of Japan Editorial Committee : 2015nenban Kenchikubutsu no Kouzoukankeigijutsukijunkaisetsusho (Commentary on Structural Regulations of the Building Standard Law of Japan 2015 Edition), Official Gazette Cooperation of Japan, p. 344, 2015 (in Japanese) 建築物の構造関係技術基準解説書編集委員会編集:2015年版建築物の構造関係技術基準解説書, 全国官報販売協同組合, p. 344, 2015

2. 2) Jiang, XM, Chen, H. and Liew, JYR. : Spread-of-plasticity analysis of three-dimensional steel frames, J. Construct. Steel Res., No. 58, pp. 193-212, 2002

3. 3) Kanao, I., Nakashima M. and Takehara, S. : Braced frame model considering buckling and fracture and its responses under near-fault strong motions, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 577, pp. 117-122, 2004.3 (in Japanese) 金尾伊織, 中島正愛, 竹原創平:座屈・破断を考慮したブレース付骨組モデルと断層近傍強震動下の応答, 日本建築学会構造系論文集, 第577号, pp. 117-122, 2004.3

4. 4) Yoshimura, M. and Takaine, Y. : Evaluation of vertical deformation for R/C columns with shear mode based on concept of failure surface contraction, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 592, pp. 167-175, 2005.6 (in Japanese) 芳村学, 高稻宣和:破壊曲面縮小の概念に基づくせん断破壊型鉄筋コンクリート柱の鉛直変形評価に関する研究, 日本建築学会構造系論文集, 第592号, pp. 167-175, 2005.6

5. 5) Hotta, H. and Yoshizaki, A. : An analytical study on collapse mechanism and seismic performance of RC frames considering the influence of shear-mode mulliontype walles, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 73, No. 630, pp. 1339-1346, 2008.8 (in Japanese) 堀田久人, 吉崎敦子:せん断破壊型方立て壁が RC 架構の崩壊形・耐震性能に及ぼす影響に関する解析的研究, 日本建築学会構造系論文集, 第73巻, 第630号, pp. 1339-1346, 2008.8

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. THREE-DIMENSIONAL SEISMIC RESPONSE ANALYSIS METHOD FOR A FRAME CONTAINING MEMBER FAILURE;Journal of Structural and Construction Engineering (Transactions of AIJ);2020

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