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

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ELSTOPLASTIC MODEL FOR SOILS INTRODUCED TH POWER RULE OF LOGARITHM VOID GRADIENT 土的弹塑性模型引入了对数孔隙梯度的幂次法则
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.75.2_i_301
H. Setouchi
{"title":"ELSTOPLASTIC MODEL FOR SOILS INTRODUCED TH POWER RULE OF LOGARITHM VOID GRADIENT","authors":"H. Setouchi","doi":"10.2208/jscejam.75.2_i_301","DOIUrl":"https://doi.org/10.2208/jscejam.75.2_i_301","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"1 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":"131036778","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
ENERGY RELEASE RATE OF INSUFFICIENT BOND LENGTH OF CFRP BONDED STEEL PLATE CFRP粘结钢板粘结长度不足时的能量释放率
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.75.2_i_571
Morimune Mizutani, T. Ishikawa, Y. Hidekuma
{"title":"ENERGY RELEASE RATE OF INSUFFICIENT BOND LENGTH OF CFRP BONDED STEEL PLATE","authors":"Morimune Mizutani, T. Ishikawa, Y. Hidekuma","doi":"10.2208/jscejam.75.2_i_571","DOIUrl":"https://doi.org/10.2208/jscejam.75.2_i_571","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"19 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":"126915785","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
A MULTIPHASE COUPLED 2-POINT MPM FOR SIMULATING LARGE DEFORMATION OF UNSATURATED SOIL 模拟非饱和土大变形的多相耦合两点点法
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_285
Daichi Uchiyama, Yudai Takegawa, Y. Higo
{"title":"A MULTIPHASE COUPLED 2-POINT MPM FOR SIMULATING LARGE DEFORMATION OF UNSATURATED SOIL","authors":"Daichi Uchiyama, Yudai Takegawa, Y. Higo","doi":"10.2208/jscejam.77.2_i_285","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_285","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"29 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":"126081695","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
THREE-DIMENSIONAL BEARING CAPACITY ANALYSIS OF SHALLOW RECTANGULAR FOUNDATION SUBJECTED TO INCLINED LOAD USING HYBRID-TYPE RIGID PLASTIC FINITE ELEMENT METHOD 斜荷载作用下浅矩形地基三维承载力的混合刚塑性有限元分析
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_193
Yuki Yamakuri, Shunsuke Kobayashi, Jun Saito
{"title":"THREE-DIMENSIONAL BEARING CAPACITY ANALYSIS OF SHALLOW RECTANGULAR FOUNDATION SUBJECTED TO INCLINED LOAD USING HYBRID-TYPE RIGID PLASTIC FINITE ELEMENT METHOD","authors":"Yuki Yamakuri, Shunsuke Kobayashi, Jun Saito","doi":"10.2208/jscejam.77.2_i_193","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_193","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"3 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":"125563766","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 OF NUMERICAL MODEL USING WAVEFIELD DATA AND ITS APPLICATION OF FLAW IMAGING BY TIME REVERSAL METHOD 利用波场数据建立数值模型及其时间反演法在缺陷成像中的应用
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.75.2_i_71
K. Nakahata, Y. Amano, H. Mizota, T. Saitoh, K. Kimoto
{"title":"CONSTRUCTION OF NUMERICAL MODEL USING WAVEFIELD DATA AND ITS APPLICATION OF FLAW IMAGING BY TIME REVERSAL METHOD","authors":"K. Nakahata, Y. Amano, H. Mizota, T. Saitoh, K. Kimoto","doi":"10.2208/jscejam.75.2_i_71","DOIUrl":"https://doi.org/10.2208/jscejam.75.2_i_71","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"176 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":"124343902","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
SEEPAGE FAILURE SIMULATION OF A CAISSON-TYPE BREAKWATER USING AN ISPH-DEM COUPLED METHOD 用isph-dem耦合方法模拟沉箱型防波堤的渗流破坏
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_105
Kumpei Tsuji, M. Asai, K. Kasama
{"title":"SEEPAGE FAILURE SIMULATION OF A CAISSON-TYPE BREAKWATER USING AN ISPH-DEM COUPLED METHOD","authors":"Kumpei Tsuji, M. Asai, K. Kasama","doi":"10.2208/jscejam.77.2_i_105","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_105","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"34 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":"122405359","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
APPLICABILITY OF MODIFIED VON-MISES DAMAGE MODEL TO COMPRESSIVE FRACTURE BEHAVIOR OF CEMENT-BASED MATERIALS 改进的von-mises损伤模型在水泥基材料压缩断裂行为中的适用性
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_393
Hiroto Masui, M. Kurumatani
{"title":"APPLICABILITY OF MODIFIED VON-MISES DAMAGE MODEL TO COMPRESSIVE FRACTURE BEHAVIOR OF CEMENT-BASED MATERIALS","authors":"Hiroto Masui, M. Kurumatani","doi":"10.2208/jscejam.77.2_i_393","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_393","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"573 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":"123071441","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
APPLICABILITY OF IMPACT RESPONSE ANALYSIS FOR THROUGH-TYPE STEEL POSTS FOR PROTECTION FENCES INSTALLED INTO ROCKFALL PROTECTION WALLS IN CASE OF PREDOMINANTLYBEHAVING IN FLEXURE 落石防护墙内防护网用贯通式钢柱在弯曲为主的情况下冲击响应分析的适用性
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_329
Tomoki Kawarai, M. Komuro, N. Kishi, Shigeki Hayashi, Mizuki Takeuchi
{"title":"APPLICABILITY OF IMPACT RESPONSE ANALYSIS FOR THROUGH-TYPE STEEL POSTS FOR PROTECTION FENCES INSTALLED INTO ROCKFALL PROTECTION WALLS IN CASE OF PREDOMINANTLYBEHAVING IN FLEXURE","authors":"Tomoki Kawarai, M. Komuro, N. Kishi, Shigeki Hayashi, Mizuki Takeuchi","doi":"10.2208/jscejam.77.2_i_329","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_329","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"56 7","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132062390","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
NATURAL FREQUENCY IDENTIFICATION METHOD FOR A SUBSTRUCTURE IN BRIDGES AND VIADUCTS 桥梁和高架桥下部结构的固有频率识别方法
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/jscejam.77.2_i_25
K. Wada, K. Sakai
{"title":"NATURAL FREQUENCY IDENTIFICATION METHOD FOR A SUBSTRUCTURE IN BRIDGES AND VIADUCTS","authors":"K. Wada, K. Sakai","doi":"10.2208/jscejam.77.2_i_25","DOIUrl":"https://doi.org/10.2208/jscejam.77.2_i_25","url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"71 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":"123691469","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
CONTRACTION OF MULTIPLE SHEAR MECHANISM MODEL FOR LARGE SCALE THREE-DIMENSIONAL FINITE ELEMENT METHOD ANALYSES AND VERIFICATION BETWEEN ORIGINAL AND THE CONTRACTED MODEL 采用大尺度三维有限元法对多重收缩剪切机理模型进行了分析，并验证了原模型与收缩模型之间的关系
Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) Pub Date : 1900-01-01 DOI: 10.2208/JSCEJAM.75.12
W. Hotta, Shunichi Suzuki, M. Hori
{"title":"CONTRACTION OF MULTIPLE SHEAR MECHANISM MODEL FOR LARGE SCALE THREE-DIMENSIONAL FINITE ELEMENT METHOD ANALYSES AND VERIFICATION BETWEEN ORIGINAL AND THE CONTRACTED MODEL","authors":"W. Hotta, Shunichi Suzuki, M. Hori","doi":"10.2208/JSCEJAM.75.12","DOIUrl":"https://doi.org/10.2208/JSCEJAM.75.12","url":null,"abstract":"The practical three-dimensional multiple shear mechanism model requires huge memory to store so many parameters of each spring. Thus, this model is not suitable for large-scale analyses under current ordinary computational systems. This study proposes contraction of three-dimensional multiple shear mechanism model which retains the basic concept of the original model, focusing on reduction of the amount of memory consumption in the finite element method. The original model uses many virtual planes which contain many springs in order to consider many mechanical directions in the three-dimensional space. Hence, the original model could have redundancy of springs in some numerical condi-tions. The main purpose of the contracted model is to solve the disadvantage of the original model and the contracted model is mathematically designed in order to make each mechanical direction be expressed by one spring. The contracted model accomplishes to reduce drastically both the amount of memory consumption and execution time in numerical experiments, which examine verification of the contracted model in comparison with the original model.","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"37 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":"121813419","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: 1
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