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Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))最新文献

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XFEM SIMULATION OF RUPTURE DIRECTION ON BRANCHING FAULT 分支断层破裂方向的有限元模拟
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_217
Daiki Yamashita, H. Goto, S. Sawada
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引用次数: 0
STUDY ON INFLUENCE OF PRIOR RECOGNITION OF FLOODING STATE ON EVACUATION BEHAVIOR 洪水状态预先识别对疏散行为的影响研究
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_499
Shiori Kubo
Abstract In recent years, disasters have caused extensive water damage in various parts of Japan. Flooded evacuation routes and ineffective hazard maps commonly constrain evacuees’ behavior, which results in casualties. In this study, storm surge flooding analysis was carried out using OpenFOAM, which is a computational fluid dynamics software that monitors flooding state as a function of time, and evacuation simulations using a multi-agent system that considers evacuation behavior knowing the flooding state established by the flooding analysis. In some of the scenarios, many residents were caught in the flooding and could not be evacuated. Additional evacuation simulations revealed that evacuation behavior is more effective if residents have advance knowledge of the area expected to flood. Identifying these flood hazard areas and recognizing these areas in advance as impassable enables evacuees to avoid flood hazard areas; consequently, there is a decrease in the number of evacuees who get caught in the flooding. Anticipating the area expected to be flooded suggests the best evacuation locations and routes. Using these simulation results with useful hazard maps and disaster education, residents will correctly recognize the risk of a storm surge disaster and prepare for it, which will assist recovery. Finally, our analytical and simulation approach to disaster management is amenable to long-term planning for disaster-resistant cities.
近年来,灾害在日本各地造成了广泛的水害。被淹没的疏散路线和无效的危险地图通常会限制疏散人员的行为,从而导致人员伤亡。在本研究中,使用OpenFOAM进行风暴潮洪水分析,该软件是一种计算流体动力学软件,可以监测洪水状态作为时间的函数,并使用多智能体系统进行疏散模拟,该系统考虑了通过洪水分析确定的洪水状态的疏散行为。在某些情况下,许多居民被困在洪水中,无法撤离。额外的疏散模拟显示,如果居民事先知道可能发生洪水的地区,疏散行为会更有效。确定这些洪水危险区域,并提前识别这些区域为无法通行的区域,使疏散人员能够避开洪水危险区域;因此,被洪水困住的撤离人员数量减少了。预测可能被洪水淹没的地区,建议最好的疏散地点和路线。将这些模拟结果与有用的危险地图和灾害教育结合起来,居民将正确认识到风暴潮灾害的风险,并为此做好准备,这将有助于恢复。最后,我们的灾害管理分析和模拟方法适用于抗灾城市的长期规划。
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引用次数: 4
OPTIMAL DESIGN OF ROCKFALL PROTECTION STRUCTURES BASED ON RISK ASSESSMENT FOR ROAD 基于风险评估的道路岩崩防护结构优化设计
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_531
Yuto Tsuda, Terumi Shishikura, Hiroaki Tsukamoto, I. Yoshida, Kanno Hasuka, Shuji Moriguchi
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引用次数: 0
ESTIMATION OF HOUSE DAMAGE AROUND RESERVOIR BODY BASED ON FLOODED ANALYAIS 基于洪水分析的库体周围房屋损失估算
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_577
M. Wada, Shiori Kubo, H. Yoshida
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引用次数: 0
COMPUTATIONAL METHOD FOR FREE-SURFACE FLOWS BETWEEN MULTIPLE ABSORBENT PARTICLES 多吸收粒子间自由表面流动的计算方法
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_109
Koudai Nagano
{"title":"COMPUTATIONAL METHOD FOR FREE-SURFACE FLOWS BETWEEN MULTIPLE ABSORBENT PARTICLES","authors":"Koudai Nagano","doi":"10.2208/JSCEJAM.76.2_I_109","DOIUrl":"https://doi.org/10.2208/JSCEJAM.76.2_I_109","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-04-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126100879","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
CONSTRUCTION AND APPLICATION OF ROBUST MODELING METHOD OF SUBSURFACE SOIL LAYERS FOR NUMERICAL ANALYSIS OF URBAN AREA GROUND MOTION DISTRIBUTION 城市地震动分布数值分析中地下土层鲁棒建模方法的构建与应用
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_543
H. Motoyama, K. Iiyama, Y. Kaneda, W. Shiraki, Kazuhito Fujisawa, M. Hori
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引用次数: 1
MECHANICAL BEHAVIOR OF CFRP BONDED REPAIR OF THICKNESS-REDUCED STEEL PLATE UNDER PURE BENDING CFRP粘结修复减厚钢板的纯弯曲力学行为
Pub Date : 2020-04-13 DOI: 10.2208/JSCEJAM.76.2_I_89
Morimune Mizutani, T. Ishikawa
Many research reports on bonded repair and reinforcement using carbon fiber reinforced polymer (CFRP) for steel structures deteriorated by corrosion are published. So far, it was already clarified that the that the stress assuming the composite theory of the thickness-reduced plate and CFRP does not agree with the finite element (FE) analysis and the shear lag theory under the axial force. However, the shear lag theory has not been investigated for CFRP bonded repaired steel plates subjected to bending moment. In this study, shear lag theory and FE analysis were carried out for the CFRP bonded repair of the thickness-reduced plate under pure bending, and the mechanical behaviors were clarified. As the results, it was shown that the sectional forces calculated by the composite theory of thickness-reduced plate and CFRP do not correspond with that given by the FE results and shear lag theory depending on the dimensions of defect and thickness of CFRP under the pure bending condition, even if the bonded length of CFRP was sufficient.
利用碳纤维增强聚合物(CFRP)对腐蚀恶化的钢结构进行粘结修复和加固的研究报道较多。到目前为止,已经明确了减厚板与碳纤维布复合理论所假定的应力与有限元分析和轴向力作用下的剪切滞后理论不一致。然而,CFRP粘结修复钢板在弯矩作用下的剪力滞理论尚未得到研究。本研究对减厚板在纯弯曲下的CFRP粘结修复进行了剪切滞后理论和有限元分析,明确了其力学行为。结果表明,在纯弯曲条件下,即使碳纤维布的粘结长度足够,基于减薄板和碳纤维布的复合理论计算的截面力与有限元计算结果和剪力滞理论计算的截面力与碳纤维布的缺陷尺寸和厚度不一致。
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引用次数: 0
EFFECT OF VOID DISTRIBUTION IN DAMAGED CONCRETE ON ACOUSTIC EMISION OF COMPRESSIVE STRESS FIELD 损伤混凝土孔隙分布对压应力场声发射的影响
Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_507
Y. Shimamoto, Tetsuya Suzuki
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引用次数: 0
STUDY ON THE NUMBER OF QUADRATURE POINTS FOR LINER ELASTIC ANALYSIS OF A CURVED BEAM USING NURBS SOLID ELEMENTS 用nurbs实体单元研究曲线梁线性弹性分析的正交点数
Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_155
Naoko Karasawa, H. Hasebe
{"title":"STUDY ON THE NUMBER OF QUADRATURE POINTS FOR LINER ELASTIC ANALYSIS OF A CURVED BEAM USING NURBS SOLID ELEMENTS","authors":"Naoko Karasawa, H. Hasebe","doi":"10.2208/jscejam.77.2_i_155","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_155","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117165486","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
STRESS ANALYSIS OF UNI-DIRECTIONAL FRP COVERED WITH FRP LAMINATE BY MULTI-LAYERED SHEAR-LAG THEORY 基于多层剪切滞后理论的单向FRP覆盖层应力分析
Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_371
Morimune Mizutani, T. Ishikawa
{"title":"STRESS ANALYSIS OF UNI-DIRECTIONAL FRP COVERED WITH FRP LAMINATE BY MULTI-LAYERED SHEAR-LAG THEORY","authors":"Morimune Mizutani, T. Ishikawa","doi":"10.2208/jscejam.77.2_i_371","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_371","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"55 23","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120884512","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
期刊
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))
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