Net Web Monitoring for Seismic Security Covering from Structural Capacity of Dwelling to Indoor Space Safety

地震安全网络监测覆盖从住宅结构能力到室内空间安全

• 批准号: 15201035
• 负责人: OKADA Shigeyuki
• 金额: $ 24.88万
• 依托单位: Nagoya Institute of Technology (2004-2005)Hokkaido University (2003)
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (A)
• 财政年份: 2003
• 资助国家: 日本
• 起止时间: 2003 至 2005
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-15201035/
• 关键词: Seismic performance of building structure; Indoor space safety; Human casualty; Elavuation of seismic capacity; Diagnostic system; Informatization; Internet web; Disaster Information System [abbr. IDS]; 常時微動; 加振レベル; 残存耐震性能; 精密耐震診断; 腐朽・劣化度; 電磁

This research project has conducted a feasibility study on the net web monitoring system for seismic security including structural capacity of building and indoor space safety for individuals. It is a goal of the high priority of earthquake protection planning that it does not kill and not injure the human in earthquakes ; for the sake we have designed this system applicable to offer a lot of disaster prevention information about structural diagnosis of buildings, damage evaluation of building structures against scenario earthquakes, indoor space safety check and human damage evaluation of injury and death rate per household. We have discussed the bland new diagnosis methods from various points of view as structural engineering, material engineering, house planning and disaster medical science. First, the study on structural diagnosis discussed the improvement of diagnosis method based on the microtremors of building, and obtained two results. One is to propose a primary evaluation met … More hod capable of simple and handy measurement for seismic capacity of buildings by using a Laser Doppler Vibrometer by which can obtain the high resolution records of microtremors. The second result is to verify the usability of a new technology through the chaos analysis of microtremors. Chaos is an index showing the complexity of the vibration of building. Add to the predominant period of building, the diagnosis becomes more refined method by paying attention to some indices as complexity of vibration. Second, we developed a diagnostic system aimed at seismic indoor risk reduction based on the evaluation algorithm of seismic casualty risk potential in dwelling space and of evacuation risk to outdoors. Third, we discussed Damage Index Function by which damage state of individual building can be estimated, and proposed the method for deducing the functions with structural parameter of the load-carrying capacity for buildings, that means the informative process from diagnosis results to disaster prevention information for individuals. Fourth, we proposed the death rate function with the parameters of them in order to precisely estimate casualties per house. Proposed functions are also applicable for the effective seismic reinforcement plan for the house to decrease the casualties in the municipality or governmental unit. Finally, we discussed a centralized data surveillance system. Less

本研究计画针对建筑物结构承载力及个人室内空间安全性之网路式地震安全监测系统进行可行性研究。在地震中不造成人员伤亡是抗震设防规划的首要目标，为此，我们设计了本系统，可提供大量的防灾信息，如建筑物结构诊断、建筑结构在假想地震中的损伤评估、室内空间安全检查和每户伤亡率的人伤评估。本文从结构工程、材料工程、房屋规划、灾害医学等多个角度探讨了这一全新的诊断方法。首先，在结构诊断研究中，讨论了基于建筑物地震动的结构诊断方法的改进，得到了两个结论。一是提出初步评价符合 ...更多信息 介绍了一种利用激光多普勒测振仪测量建筑物抗震能力的简易方法，该方法可以获得高分辨率的地脉动记录。第二个结果是通过脉动的混沌分析来验证新技术的可用性。混沌是反映建筑物振动复杂性的一个指标。由于考虑了建筑物的卓越周期，使诊断更加精细化，同时也考虑了振动的复杂性等指标。其次，我们开发了一个诊断系统，旨在减少地震室内风险的基础上，评估算法的地震伤亡风险的潜在居住空间和疏散到室外的风险。第三，讨论了评估建筑物个体损伤状态的损伤指标函数，提出了建筑物承载力结构参数函数的推导方法，即从诊断结果到个体防灾信息的信息化过程。第四，为了准确估计每户伤亡人数，我们提出了以这两个参数为参数的死亡率函数。建议的功能也适用于房屋的有效抗震加固计划，以减少市政或政府单位的人员伤亡。最后，我们讨论了一个集中式数据监控系统。少

项目成果

建物微動の複雑性に関わる次元解析に基づく簡易耐震診断の可能性-愛知県における建物微動観測-

基于与建筑物微震的复杂性相关的量纲分析的简单地震诊断的可能性 - 爱知县建筑物微震的观测 -

• 发表时间: 2004
• 期刊: 日本建築学会北海道支部論文報告集 77
• 作者: 島田佳和;岡田成幸;高井伸雄;田畑直樹;名知典之
• 通讯作者: 名知典之

RC柱梁骨組の残存耐震性能の評価について -柱梁接合部実験データを用いた検討-

RC柱梁框架残余抗震性能评价-利用柱梁节点试验数据的研究-

• 发表时间: 2004
• 期刊: 日本建築学会北海道支部研究報告集 77
• 作者: 後藤康明;城攻
• 通讯作者: 城攻

Evaluation of Residual Seismic Capacity of Post-damaged RC Frame -Investigation Using Experimental Data of RC Beam-Column Sub-assemblages-

RC框架损伤后剩余抗震能力评估-利用RC梁柱组合体实验数据进行研究-

• 发表时间: 2004
• 期刊: Proceedings of AIJ Hokkaido Chapter Architectural Research Meeting (in Japanese) 77
• 作者: Goto;Y.;O.Joh
• 通讯作者: O.Joh

Development of rapid in-situ method for seismic capacity of building Part 1. Dimension analysis on microtremors of wooden house

建筑物抗震能力现场快速检测方法的研制 第1部分：木屋微震尺寸分析

• 发表时间: 2005
• 期刊: Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan (in Japanese) B-2
• 作者: Okada;S.;N.Takai;N.Tabata;Y.Shimada
• 通讯作者: Y.Shimada

室内地震危険度診断ソフトウェアWeb版の公開と効果

室内地震风险诊断软件网页版的发布及效果

• 期刊: 第12回日本地震工学シンポジウム講演論文集 (投稿中)
• 作者: 阿部郁男;高梨勝敏;佐藤俊也;岡田成幸
• 通讯作者: 岡田成幸