FASTER UPLIFT ANALYSIS USING INVERSE OF PARTIAL TANGENT STIFFNESS MATRIX-Reference-Cited by-同舟云学术

FASTER UPLIFT ANALYSIS USING INVERSE OF PARTIAL TANGENT STIFFNESS MATRIX

Published:2019 Issue:763 Volume:84 Page:1215-1222
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

SUZUKI Takuya¹

Affiliation:

1. R&D Institute, Takenaka Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/84/763/84_1215/_pdf

Reference24 articles.

1. 1) Midorikawa, M. et al. : Three-dimensional Seismic Response of Ten-story Steel Frames with Yielding Base Plates Allowed to Uplift, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 637, pp. 495-502, 2009.3

2. 2) Ishihara, T. et al. : Modal Properties and Free Vibration of Uplifting Behavior of Multistory Buildings Modeled as Uniform Shear-Beam, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 640, pp. 1055-1061, 2009.6

3. 3) Mogi, Y. and Okayama, S. : Modal Decomposition and Behavior of Free Vibration Response with Grounding and Uplifting, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 713, pp. 1013-1022, 2015.7

4. 4) Nakamura, N. et al. : Horizontal Load Capacity of Middle-high-rise RC Building with Multi-story Shear Wall Considering Uplift Behavior, Part-16 Earthquake Response Analysis Considering Soil Nonlinearity, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures II, pp. 1031-1032, 2014　中村ほか：浮き上がりを生ずる中高層RC連層耐震壁架橋の保有水平耐力計算に関する検討その16 地盤の非線形特性を考慮した地震応答解析, 日本建築学会大会学術講演梗概集, 構造 II, pp. 1031-1032, 2014

5. 5) Muto, K. and Kobayashi, T. : Nonlinear Rocking Analysis of Nuclear Reactor Buildings -Simultaneous Horizontal and Vertical Earthquake Inputs-, Transactions of the Architectural Institute of Japan, No. 276, pp. 69-77, 1979.2