Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
Pub Date : 1900-01-01DOI: 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}
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.
{"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}
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