Effect of Safety Factor against Gravity Load on Earthquake Resistant Capacity of Double Layer Latticed Dome due to Horizontal and Vertical Motions
Effect of Safety Factor against Gravity Load on Earthquake Resistant Capacity of Double Layer Latticed Dome due to Horizontal and Vertical Motions
批准号:
11650581
负责人:
ISHIKAWA Koichiro
金额:
$1.28万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2000
中文摘要
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英文摘要
This paper presents a method for estimating collapse accelerations of double layer latticed domes due to horizontal and vertical earthquake motions. The dynamic buckling behavior induced by the motions with the collapse acceleration Af is investigated by using the dynamic elasto-plastic analysis considering both of a member buckling and a geometric nonlinearity.Based on the results, the method for estimating Af is proposed using an assumption of an equivalent linear behavior of the dome. And the validity of the proposed method has been show compareing between the estimated values ane the values of the analysis.
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K.Ishikawa, S.Okubo, Y.Hiyama, S.Kato: "Evaluation Method for Predicting Dynamic Collapse of Double Layer Latticed Space Truss Structures due to Earthquake Motion"International Journal of Space Structures. Vol.15, Nos.3 & 4. 1081-1089 (2000)
K.Ishikawa、S.Okubo、Y.Hiyama、S.Kato:“预测地震引起的双层格子空间桁架结构动态倒塌的评估方法”国际空间结构杂志。
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K.Ishikawa 他3名: "Evaluation Method for Predicting Dynamic Collapse of Double Layer Latticed Space Truss Structures due to Earthquake Motion"International Journal of Space Structures. 15,3&4. 1081-1089 (2000)
K. Ishikawa 等人 3:“地震运动导致的双层格子空间桁架结构动态倒塌的评估方法”,《国际空间结构杂志》15,3&4 (2000)。
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石川 浩一郎 他2名: "上下と水平地震動と受ける二層立体ラチス屋根・壁一体型構造の地震応答性状"平成11年度京都大学防災研究所共同研究集会 論文集. 77-84 (1999)
Koichiro Ishikawa等2人:“垂直和水平地震作用下的两层3D网格屋顶/墙体一体化结构的地震响应特性”京都大学防灾研究所1999年联合研究会议论文集77-84。 (1999)
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K.Ishikawa, Y.Kawasaki, T.Namita, K.tagawa: "Effect of Unbalanced Distribution of Shear Walls on Dynamic Behavior of Roof Structure"Proc.of the First Int.Conference on Advances in Structural Engineering and Mechanics. Vol.1. 765-770 (1999)
K.Ishikawa、Y.Kawasaki、T.Namita、K.takawa:“剪力墙不平衡分布对屋顶结构动态行为的影响”第一届结构工程与力学进展国际会议论文集。
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石川 浩一郎 他2名: "水平及び上下地震動を受ける二層立体ラチスドームの崩壊最大加速度に関する研究"日本建築学会構造系論文集. 515. 107-114 (1999)
Koichiro Ishikawa等2人:“水平和垂直地震运动作用下两层三维格子穹顶倒塌的最大加速度的研究”日本建筑学会结构工程学报515。107-114(1999年)。 )
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共 11 条
Fall protection of ceiling and wall panels by means of integral vibration control of non-structural members in small and medium spatial structures to realize seismic society
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批准号:15K06290
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The macroscopic pattern at a crowd level observed in collective behaviors by a group of learners
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财政年份:2011
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Performance Improving Design and Verification of Prevention from Ceiling Board Falling and Seismic Load Transmit
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财政年份:2008
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Automatic Generation of the Learners Oriented Materials under E-learning Environments
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财政年份:2008
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依托单位:
Development of Structural Design Method of Double Layer Latticed Wall and Application of Its Seismic Strengthen Wall
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批准号:16560494
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项目类别:Grant-in-Aid for Scientific Research (C)
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依托单位:
Response Prediction of Ultimate State and Collapse Acceleration of Double Layer Latticed Wall Structures Using Earthquake Response Spectrum
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项目类别:Grant-in-Aid for Scientific Research (C)
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依托单位:
海外基金