Research on Performance Matrix for Robustness of Steel Tall Buildings
Research on Performance Matrix for Robustness of Steel Tall Buildings
批准号:
14205079
负责人:
KUWAMURA Hitoshi
金额:
$27.04万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
2002
资助国家:
日本
项目状态:
已结题
起止时间:
2002 至 2005
中文摘要
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英文摘要
The aim of this research is to establish the scheme and methodology of performance design, in which structural robustness and construction cost is balanced during the design procedure on the basis of common understanding about building performance between designers and customers. The following major findings were achieved :1.The performance-based design in USA and EU were surveyed, referring to which the main fame of performance design feasible to Japan practice was established with the four categories of performance, i.e., functional, undamaged, reparable, and life safe levels.2.The cost and techniques of actually repaired buildings that were damaged during the 1995 Hyogoken-nanbu Earthquake were investigated, through which the relationships between repair cost and damage level are clarified, and the reparability limit state was defined in a mathematical form.3.Seismic damage analyses of buildings were conducted by means of numerical simulator which was developed in this project, from … More which the evaluation method of residual deflection are proposed for the reparability limit design.4.Fracture performance of steel structures, the data of which were not sufficient in the past research, were experimentally investigated, from which the relationships between seismic hysteresis and fracture were figured out.5.A large amount of past test data on buckling behaviors of steel members were extensively surveyed, from which data-base required for performance design was established.6.The limit behaviors of non-structural elements such as curtain walls and window glasses and building equipment such as air condition, ventilation, electricity, sanitary, and machinery were investigated on the basis of actually sustained damage during the Earthquake. From this, their performance descriptions were activated in the same manner of structural skeletons.7.A guideline of performance-based design for whole steel buildings including structural, non-structural, and equipment parts was established. The guideline was published in a volume and distributed in a symposium. Less
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鋼製基礎梁を有する鋼構造骨組の解析モデルと弾性挙動
钢基础梁钢结构框架的解析模型及弹性性能
DOI:
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发表时间:
2004
期刊:
構造工学論文集 50B
影响因子:
--
作者:
[小山 毅, 桑村 仁]
通讯作者:
桑村 仁
H形鋼ビームカラムの耐力と変形能力のデータベース
H型钢梁柱强度及变形能力数据库
DOI:
--
发表时间:
2006
期刊:
日本建築学会構造工学論文集 52B
影响因子:
--
作者:
[Keita Takahashi, Akira Kubota, Takeshi Naemura, 伊藤拓海]
通讯作者:
伊藤拓海
宮澤秀明, 桂 大輔, 桑村 仁: "繰返し載荷による鋼材の延性破断(その3.変動振幅載荷)"日本建築学会関東支部研究報告集. I (2006). 115-118 (2004)
Hideaki Miyazawa、Daisuke Katsura、Hitoshi Kuwamura:“重复荷载引起的钢材延性断裂(第 3 部分:变幅荷载)”日本建筑学会关东分会研究报告 I(2006 年)115-118。
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作者:
[]
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桑村 仁, 田中直樹, 杉本浩一, 向野聡彦: "鋼構造躯体の性能表示 -鋼構造建築物の性能設計に関する研究 その1-"日本建築学会構造系論文集. 56. 175-182 (2002)
Hitoshi Kuwamura、Naoki Tanaka、Koichi Sugimoto、Satohiko Mukono:“钢结构框架的性能指标 - 钢结构性能设计研究第 1 部分 -”日本建筑学会结构工程学报 56. 175-182 (2002)。
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岩田善裕, 桑村 仁: "鋼構造建築物の耐震性能評価における入力地震動の研究(その5 実地震動と模擬地震動における減衰効果の比較)"日本建築学会大会学術講演梗概集. 22397. 793-794 (2003)
岩田义弘、桑村仁:《钢结构建筑抗震性能评价中的输入地震运动研究(第5部分:实际地震运动和模拟地震运动中的阻尼效果比较)》日本建筑学会年会论文集22397。 793-794(2003)
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共 36 条
Study on the coupling of buckling and fracture of steel structural members
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批准号:23246097
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项目类别:Grant-in-Aid for Scientific Research (A)
-
资助金额:$25.38万
-
财政年份:2011
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负责人:KUWAMURA Hitoshi
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依托单位:
A Study on Fracture-Governed Deformation Capacity of Steel Structural Members under Random Amplitudes
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批准号:18206059
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项目类别:Grant-in-Aid for Scientific Research (A)
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资助金额:$26.96万
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财政年份:2006
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负责人:KUWAMURA Hitoshi
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依托单位:
Research on the Prevention of Brittle Fracture in High-Rise Steel Buildings
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批准号:11355024
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项目类别:Grant-in-Aid for Scientific Research (A)
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资助金额:$23.33万
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财政年份:1999
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负责人:KUWAMURA Hitoshi
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依托单位:
Research on Correlation between Charpy Impact Test and Fracture of Steel Members
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批准号:10450201
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$9.54万
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财政年份:1998
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负责人:KUWAMURA Hitoshi
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依托单位:
A Study on Brittle Progressive Fracture of Structures under Dynamic Input
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批准号:08455246
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$4.86万
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财政年份:1996
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负责人:KUWAMURA Hitoshi
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依托单位:
Ductility of Structural Steel Members Governed by Fracture
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批准号:04402041
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项目类别:Grant-in-Aid for General Scientific Research (A)
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资助金额:$26.82万
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财政年份:1992
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负责人:KUWAMURA Hitoshi
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依托单位:
海外基金