发布求助
文献互助 智能选刊 最新文献

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))最新文献

筛选
英文 中文
STUDY ON ANALYSIS METHOD ON BEHAVIOR OF SEISMIC TYPE DUCTILE IRON PIPES CONSIDERED DECREASE OF GROUND STIFFNESS IN EMBANKMENT FAILURE 考虑路基破坏中地基刚度降低的抗震型球墨铸铁管性能分析方法研究
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 2022-11-16 DOI: 10.2208/jscejseee.76.4_i_214
K. Morimoto, M. Miyajima, Masato Imagawa
{"title":"STUDY ON ANALYSIS METHOD ON BEHAVIOR OF SEISMIC TYPE DUCTILE IRON PIPES CONSIDERED DECREASE OF GROUND STIFFNESS IN EMBANKMENT FAILURE","authors":"K. Morimoto, M. Miyajima, Masato Imagawa","doi":"10.2208/jscejseee.76.4_i_214","DOIUrl":"https://doi.org/10.2208/jscejseee.76.4_i_214","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"117 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125144327","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 NEW IDENTIFICATION METHODOLOGY FOR INCIDENT SEISMIC WAVE AT ENGINEERING BASEMENT BASE ON DYNAMIC RESPONSE ANALYSIS IN TIME DOMAIN 基于时域动力响应分析的工程地基入射地震波识别新方法
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 2020-05-15 DOI: 10.2208/jscejseee.77.3_509
Akira Suzuki, H. Sakai, Honoka Inda
{"title":"A NEW IDENTIFICATION METHODOLOGY FOR INCIDENT SEISMIC WAVE AT ENGINEERING BASEMENT BASE ON DYNAMIC RESPONSE ANALYSIS IN TIME DOMAIN","authors":"Akira Suzuki, H. Sakai, Honoka Inda","doi":"10.2208/jscejseee.77.3_509","DOIUrl":"https://doi.org/10.2208/jscejseee.77.3_509","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"136 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-05-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125076428","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
INFLUENCES OF TYPES OF JOINTS AND PLATE THICKNESS ON A NEW BOLT-TIGHTENING METHOD IN WHICH THE FINAL TIGHTENING IS EXECUTED 24 HOURS AFTER THE TEMPORARY TIGHTENING 接头类型和板厚对临时紧固后24小时进行最终紧固的新型螺栓紧固方法的影响
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 2020-01-20 DOI: 10.2208/jscejseee.76.1_61
K. Minami, H. Yokoyama, T. Amano
{"title":"INFLUENCES OF TYPES OF JOINTS AND PLATE THICKNESS ON A NEW BOLT-TIGHTENING METHOD IN WHICH THE FINAL TIGHTENING IS EXECUTED 24 HOURS AFTER THE TEMPORARY TIGHTENING","authors":"K. Minami, H. Yokoyama, T. Amano","doi":"10.2208/jscejseee.76.1_61","DOIUrl":"https://doi.org/10.2208/jscejseee.76.1_61","url":null,"abstract":"高力ボルト摩擦接合継手(以下,ボルト継手)を現 場で施工する場合,摩擦面処理状態に依らず,一次締 めは締付け軸力の60%とし,その直後(その日の内) に本締めを行う(以下,現行締付け法).その本締め は,設計ボルト軸力の10%増し締めとしている. 無機ジンクリッチペイント(以下,無機ジンク)を 施したボルト継手は,リラクセーションによるボルト 軸力低下が大きく,締付け1年後の軸力低下は10%を 超える場合もある.そこで,第1著者は,設計ボルト 軸力の15%増し締めで施工すれば,ボルト継手の安全 性・信頼性が向上することを示した.ただし, S10Tは所定の軸力でピンテールが破断する構造であり, より高い導入軸力での施工は困難である.そこで,一 次締めを導入軸力の80%とし,24時間後に本締め(以 下,改良締付け法)を行うことにより,リラクセーシ ョンによる軸力低下が改善され,15%増し締めと同等 な残存軸力が期待できることを示した.ただし,こ れらは,一般的な2面摩擦(複せん断)の継手を対象 としていた. 軸力低下は継手形式によっても異なる.第1著者ら は,1面摩擦(単せん断)の継手の15%増し締めの検 証を行い,1面摩擦では軸力低下は小さく,15%増し 締め施工を適用することはできることを示した.ただ し,これまで改良締付け法において,継手形式や板厚 (ボルト長)の影響については明確にしていなかった. 本研究は,改良締付け法における継手形式および板 厚の影響を明確することを目的に行った実験的研究で ある.本研究では,2面摩擦および1面摩擦の薄板・厚 板のボルト継手を用いて,リラクセーション試験,す べり耐力試験を実施した.そして,軸力低下の状態を 明確にした上で,継手形式および板厚(ボルト長)の 影響を考察し,その改善効果を明確にした.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"40 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115656938","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
SPH ANALYSIS OF PROGRESSIVE SLOPE FAILURE INDUCED BY EARTHQUAKE GROUND MOTION 地震地震动诱发边坡破坏的SPH分析
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 2019-01-01 DOI: 10.2208/jscejseee.75.i_770
Y. Ono
{"title":"SPH ANALYSIS OF PROGRESSIVE SLOPE FAILURE INDUCED BY EARTHQUAKE GROUND MOTION","authors":"Y. Ono","doi":"10.2208/jscejseee.75.i_770","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_770","url":null,"abstract":"In this study, we investigated the applicability of earthquake response analysis using Smoothed Particle Hydrodynamics (SPH) method for simulating progressive slope failures induced by earthquakes. The SPH method is a large deformation analysis method of a continuous body that utilizes the elasto-plastic constitutive model and is possible to analyze a slope failure induced by earthquake ground motion. A progressive slope failure is a form of slope collapse in which the deformation of the slope is induced only when the earthquake ground motion is in effect. In this study, we investigated the effect of the period of input seismic motion and the material strength on progressive slope failures by carrying out the earthquake response analysis of the slope models by use of the SPH method. Furthermore, by conducting small deformation analysis by SPH method, we showed that large deformation analysis by SPH method is effective in seismic response analysis for progressive slope failure.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114160000","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
STOCHASTIC CHARACTERISTIC OF SITE AMPLIFICATION FACTOR AND ITS EFFECT ON EARTHQUAKE GROUND MOTION 场地放大系数的随机特性及其对地震动的影响
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 2018-06-06 DOI: 10.2495/RISK180051
Y. Fukushima, T. Nagao
{"title":"STOCHASTIC CHARACTERISTIC OF SITE AMPLIFICATION FACTOR AND ITS EFFECT ON EARTHQUAKE GROUND MOTION","authors":"Y. Fukushima, T. Nagao","doi":"10.2495/RISK180051","DOIUrl":"https://doi.org/10.2495/RISK180051","url":null,"abstract":"In this study, by using simultaneous observation record at neighbouring earthquake ground motion observation stations, the variations of the site amplification factors was evaluated with IBR003 earthquake ground motion observation stations in Ibaraki prefecture. Furthermore, the earthquake ground motion considering the variation of the site amplification factors was calculated, and the relation between the variation of the site amplification factors and the variation of representative values of earthquake ground motion was discussed. As a result, the peak ground accelerations, peak ground velocities, and power spectrum intensity values of the earthquake ground motions the average site amplification factor are smaller than the of the earthquake ground motions.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"807 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131826238","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
CORROSION RESISTANCE AND ANTI-CORROSION PERFORMANCE OF OVERLAPPING LAYERS BETWEEN Al-5Mg THERMAL SPRAYED COATING AND HEAVY DUTY PAINT COATING WITH A CROSS-CUT DEFECT 铝5mg热喷涂涂层与带横切缺陷的重防腐漆涂层重叠层的耐蚀性和防腐性能
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.75.280
K. Muto, S. Kainuma, Jin Du, Shaobo Liu, M. Yang, H. Miyata
{"title":"CORROSION RESISTANCE AND ANTI-CORROSION PERFORMANCE OF OVERLAPPING LAYERS BETWEEN Al-5Mg THERMAL SPRAYED COATING AND HEAVY DUTY PAINT COATING WITH A CROSS-CUT DEFECT","authors":"K. Muto, S. Kainuma, Jin Du, Shaobo Liu, M. Yang, H. Miyata","doi":"10.2208/jscejseee.75.280","DOIUrl":"https://doi.org/10.2208/jscejseee.75.280","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","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":"126074090","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
ANALYTICAL STUDY ON MAXIMUM TEMPERATURE ESTIMATION FOR STEEL BRIDGE SUBJECTED TO A FIRE 火灾作用下钢桥最高温度估算的分析研究
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.76.1_163
Kenta Ono, Y. Kitane
{"title":"ANALYTICAL STUDY ON MAXIMUM TEMPERATURE ESTIMATION FOR STEEL BRIDGE SUBJECTED TO A FIRE","authors":"Kenta Ono, Y. Kitane","doi":"10.2208/jscejseee.76.1_163","DOIUrl":"https://doi.org/10.2208/jscejseee.76.1_163","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"36 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":"125295832","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
ANALYTICAL STUDY ON BEHAVIOR OF RC BOX CULVERT SUBJECTED TO FAULT DISPLACEMENT 钢筋混凝土箱涵在断层位移作用下的分析研究
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.75.i_73
Katsuyuki Sakashita, A. Hata
{"title":"ANALYTICAL STUDY ON BEHAVIOR OF RC BOX CULVERT SUBJECTED TO FAULT DISPLACEMENT","authors":"Katsuyuki Sakashita, A. Hata","doi":"10.2208/jscejseee.75.i_73","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_73","url":null,"abstract":"In this paper, analytical studies on behavior of RC box culvert subjected to fault displacement are con-ducted. The fault is set as reverse fault which dip angle is 67.5 degree, and parametric studies about hori-zontal intersection angle of structure and fault are presented. As a result, intersection angle near to a right angle generates larger longitudinal axial forces, while it with an acute angle causes larger cross-section bending moments. In this papers condition, concrete and rebar stresses stay under their respective yield stress when fault displacement is 0.1m, and some concrete and rebar stresses reach yield stress when fault displacement is 0.2m.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"33 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":"116114426","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
PREVIOUS SEISMIC DAMAGE OF TELECOMMUNICATION PIPELINES IN BRIDGE SECTION 桥梁段通信管道的地震损伤分析
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.75.i_170
M. Terashima, G. Shoji, M. Okutsu, M. Wakatake, I. Suetomi, Hiroyuki Tsukamoto, Takanobu Suzuki
{"title":"PREVIOUS SEISMIC DAMAGE OF TELECOMMUNICATION PIPELINES IN BRIDGE SECTION","authors":"M. Terashima, G. Shoji, M. Okutsu, M. Wakatake, I. Suetomi, Hiroyuki Tsukamoto, Takanobu Suzuki","doi":"10.2208/jscejseee.75.i_170","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_170","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"7 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":"122330216","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
FUNDAMENTAL STUDY ON DEVELOPMENT OF PERFORATED BUCKLING-RESTRAINED BRACES 穿孔屈曲约束支撑发展的基础研究
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.75.i_81
K. Kondo, H. Ge, Liang-jiu Jia
{"title":"FUNDAMENTAL STUDY ON DEVELOPMENT OF PERFORATED BUCKLING-RESTRAINED BRACES","authors":"K. Kondo, H. Ge, Liang-jiu Jia","doi":"10.2208/jscejseee.75.i_81","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_81","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"40 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":"122943985","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
下一页 尾页
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整，为了账户安全，请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
请完成安全验证×
相关产品
×
本文献相关产品
联系我们：info@booksci.cn Book学术提供免费学术资源搜索服务，方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号：604180095
Book学术官方微信