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ANALYSIS OF BLOCK TYPE COLLAPSE DIRECTION CONTROL STRUCTURE WITH PARAMETER OF CONTACT CONDITIONS WITH COLUMN 考虑柱与柱接触条件参数的块式坍落方向控制结构分析
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_520
Hirokazu Nunokawa, A. Toyooka, Meguru Onodera, Y. Murono
{"title":"ANALYSIS OF BLOCK TYPE COLLAPSE DIRECTION CONTROL STRUCTURE WITH PARAMETER OF CONTACT CONDITIONS WITH COLUMN","authors":"Hirokazu Nunokawa, A. Toyooka, Meguru Onodera, Y. Murono","doi":"10.2208/jscejseee.75.i_520","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_520","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"55 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":"129757430","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
EMERGENCY RECOVERY RESPONSES OF LOCAL CONSTRUCTION COMPANIES IMMEDIATELY AFTER THE 2016 KUMAMOTO EARTHQUAKE 2016年熊本地震后当地建筑公司的紧急恢复反应
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.77.4_i_564
S. Yanagihara, Masataka Nakamura, Y. Goto, Miyuki Yamamoto, Ryuji Kakimoto
{"title":"EMERGENCY RECOVERY RESPONSES OF LOCAL CONSTRUCTION COMPANIES IMMEDIATELY AFTER THE 2016 KUMAMOTO EARTHQUAKE","authors":"S. Yanagihara, Masataka Nakamura, Y. Goto, Miyuki Yamamoto, Ryuji Kakimoto","doi":"10.2208/jscejseee.77.4_i_564","DOIUrl":"https://doi.org/10.2208/jscejseee.77.4_i_564","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","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":"128692662","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 STUDY ON STRAIN CONCENTRATION MODIFICATION COEFFICIENT IN EVALUATION METHOD OF DUCTILE CRACK INITIATION FOR STIFFENED BOX-SECTIONAL STEEL BRIDGE PIERS 加劲箱式钢桥墩塑性起裂评价方法中应变集中修正系数的研究
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_109
Wataru Fujie, M. Taguchi, Motoya Suzuki, H. Ge
{"title":"A STUDY ON STRAIN CONCENTRATION MODIFICATION COEFFICIENT IN EVALUATION METHOD OF DUCTILE CRACK INITIATION FOR STIFFENED BOX-SECTIONAL STEEL BRIDGE PIERS","authors":"Wataru Fujie, M. Taguchi, Motoya Suzuki, H. Ge","doi":"10.2208/jscejseee.75.i_109","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_109","url":null,"abstract":"","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":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127399322","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
EARTHQUAKE OBSERVATION RECORD OF 2018 NORTHERN OSAKA-FU EARTHQUAKE AND EVALUATION OF RESPONSE OF LONG SPAN CABLE-STAYED BRIDGE 2018年大阪北部地震观测记录及大跨度斜拉桥响应评价
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_433
K. Magoshi, Masaki Nakamura, M. Hattori, Hideo Ohishi, Masatsugu Shinohara
{"title":"EARTHQUAKE OBSERVATION RECORD OF 2018 NORTHERN OSAKA-FU EARTHQUAKE AND EVALUATION OF RESPONSE OF LONG SPAN CABLE-STAYED BRIDGE","authors":"K. Magoshi, Masaki Nakamura, M. Hattori, Hideo Ohishi, Masatsugu Shinohara","doi":"10.2208/jscejseee.75.i_433","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_433","url":null,"abstract":"The earthquake occurred in the northern part of Osaka Prefecture around 7:58 on June 18, 2018. On the Hanshin Expressway, the permanent seismic observation was performed using measuring instruments installed in the structure, and many earthquakes were also observed in the earthquake. In this study, we investigated the response reproducibility by the dynamic analysis model used for the design, using the measured seismic waves. In the seismic response analysis in which the acceleration measured on the foundation is directly input to the lower end of the dynamic analysis model, the displacement of the other observation point can be approximated, and the validity of the analysis method was confirmed.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"30 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":"127178750","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
INVESTIGATION OF EFFECTS OF SUBMARINE LANDSLIDE DURATION ON TSUNAMIS―RELATED TO THE YAEYAMA EARTHQUAKE IN 1771 WITH TSUNAMI PROPAGATION ANALYSIS― 海底滑坡持续时间对1771年八重山地震海啸影响的研究与海啸传播分析
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_60
T. Ohsumi, H. Hazarika
{"title":"INVESTIGATION OF EFFECTS OF SUBMARINE LANDSLIDE DURATION ON TSUNAMIS―RELATED TO THE YAEYAMA EARTHQUAKE IN 1771 WITH TSUNAMI PROPAGATION ANALYSIS―","authors":"T. Ohsumi, H. Hazarika","doi":"10.2208/jscejseee.75.i_60","DOIUrl":"https://doi.org/10.2208/jscejseee.75.i_60","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"9 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":"127365011","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
RELATIONSHIP BETWEEN THE MICROTOPOGRAPHY AND OCCURRENCE FACTOR OF LIQUEFACTION IN KUMAMOTO EARTHQUAKE 熊本地震微地形与液化发生因素的关系
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.76.4_i_278
M. Kitazawa, T. Hara, N. Nakajima, R. Shibahara, S. Hayashi
{"title":"RELATIONSHIP BETWEEN THE MICROTOPOGRAPHY AND OCCURRENCE FACTOR OF LIQUEFACTION IN KUMAMOTO EARTHQUAKE","authors":"M. Kitazawa, T. Hara, N. Nakajima, R. Shibahara, S. Hayashi","doi":"10.2208/jscejseee.76.4_i_278","DOIUrl":"https://doi.org/10.2208/jscejseee.76.4_i_278","url":null,"abstract":"Microtopography is an important component of geographic information with regard to the creation of liquefaction hazard maps. Previous research on microtopography have focused on the high risk of liquefaction, but these studies generally used empirical qualitative evaluations to determine the range and magni-tude of liquefaction in such areas. In the case of the Kumamoto earthquakes of 2016, despite accurate predictions by such maps of areas with high liquefaction risk, there were large discrepancies between the predicted and actual extent of liquefaction. With the aim of improving the accuracy with which the extent of liquefaction could be predicted using geomorphological land classification maps, field evaluations were conducted on liquefied natural levees in Minami-ku, Kumamoto. Furthermore, the relationships between the microtopography and the ground char-acteristics were analyzed. The results showed that the ground composition in the liquefied areas were dif-ferent from those in non-liquefied areas. Based on these findings, we further focused on the transitional processes of microtopographies with high risk of liquefaction and developed an evaluation procedure to predict the range of liquefaction occurrences in areas with similar microtopographies.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"67 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":"129128073","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
RETROFIT EFFECT OF SFRC OVERLAY ON FATIGUE DURABILITY OF ORTHOTROPIC STEEL DECKS WITH CRACKS EXTENDING TO DECK PLATE SFRC加铺层对裂缝延伸至甲板的正交各向异性钢甲板疲劳耐久性的影响
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.75.194
J. Murakoshi, T. Mori, Sanshiro Haba, S. Ono, Ayumu Sato, Minoru Takahashi
{"title":"RETROFIT EFFECT OF SFRC OVERLAY ON FATIGUE DURABILITY OF ORTHOTROPIC STEEL DECKS WITH CRACKS EXTENDING TO DECK PLATE","authors":"J. Murakoshi, T. Mori, Sanshiro Haba, S. Ono, Ayumu Sato, Minoru Takahashi","doi":"10.2208/jscejseee.75.194","DOIUrl":"https://doi.org/10.2208/jscejseee.75.194","url":null,"abstract":"Since around 2000, a lot of fatigue cracks propagating into deck plate have been detected in existing orthotropic steel deck (OSD) bridges. The cause of the cracks is mainly due to out-of-plane bending of 12mm thickness deck plate. As an effective measure against those cracks, steel-fiber reinforced concrete (SFRC) overlays have been used for many existing damaged OSDs. It has been confirmed that they can drastically decrease the out-of-plane deformation of the deck plate and greatly reduce the local stress of the weld route portion where the cracks initiate. However, the effect of the SFRC overlay under the existence of deck crack inside the deck plate has not been clarified. In this paper, for the purpose of evaluating the retrofit perfor-mance under existing deck cracks, fatigue tests of the OSD specimens with pre-cracking inside the deck plates were carried out under SFRC overlay. Also, local stresses and stress intensity factors were analyzed by FEA, and effectiveness of SFRC overlay was assessed from the viewpoint of preventing the deck cracks from progressing.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","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":"130443212","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
A THEORETICAL STUDY ON THE ANALYTICAL MODEL USED IN THE SEISMIC DESIGN FOR UNDERGROUND VERTICAL SHAFT STRUCTURES ―ON THE UTILITY OF THE “3D-SOIL-AND-BEAM MODEL”― 地下立井结构抗震设计分析模型的理论研究——基于“三维土梁模型”的应用
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.77.4_i_215
Yukio Shiba
{"title":"A THEORETICAL STUDY ON THE ANALYTICAL MODEL USED IN THE SEISMIC DESIGN FOR UNDERGROUND VERTICAL SHAFT STRUCTURES ―ON THE UTILITY OF THE “3D-SOIL-AND-BEAM MODEL”―","authors":"Yukio Shiba","doi":"10.2208/jscejseee.77.4_i_215","DOIUrl":"https://doi.org/10.2208/jscejseee.77.4_i_215","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"77 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":"131683898","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
EVALUATION OF STRUCTURAL RESPONSE AND PERIOD CHARACTERISTICS BY EARTHQUAKE DAMAGE SIMULATIONS IN EXPRESSWAY NETWORK 高速公路网结构震害模拟反应与周期特征评价
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/jscejseee.77.4_i_457
M. Hattori, Hideo Ohishi, Masaki Nakamura, K. Magoshi, M. Isa, Takumi Moro
{"title":"EVALUATION OF STRUCTURAL RESPONSE AND PERIOD CHARACTERISTICS BY EARTHQUAKE DAMAGE SIMULATIONS IN EXPRESSWAY NETWORK","authors":"M. Hattori, Hideo Ohishi, Masaki Nakamura, K. Magoshi, M. Isa, Takumi Moro","doi":"10.2208/jscejseee.77.4_i_457","DOIUrl":"https://doi.org/10.2208/jscejseee.77.4_i_457","url":null,"abstract":"","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"38 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":"122564543","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
APPLICATION OF CABLE-TYPE COLLAPSE PREVENTION DEVICE TO OVERALL FAILURE OF UPPER-DECK TYPE TRUSS BRIDGES 索式防塌装置在上桥型桁架桥梁整体破坏中的应用
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI: 10.2208/JSCEJSEEE.77.1_73
Y. Goto, Y. Mizuno, Qingyun Wang, Moriaki Suzuki
{"title":"APPLICATION OF CABLE-TYPE COLLAPSE PREVENTION DEVICE TO OVERALL FAILURE OF UPPER-DECK TYPE TRUSS BRIDGES","authors":"Y. Goto, Y. Mizuno, Qingyun Wang, Moriaki Suzuki","doi":"10.2208/JSCEJSEEE.77.1_73","DOIUrl":"https://doi.org/10.2208/JSCEJSEEE.77.1_73","url":null,"abstract":"Cable-type seismic bridge restrainers are widely used to prevent unseating of superstructures during earthquakes. However, these bridge restrainers cannot be applied to the case when failure occurs in the entire superstructures. Therefore, a self-anchored cable-type collapse prevention device was newly pro-posed to prevent the entire collapse of bridge systems. This device makes use of the catenary action of the cables to support the overall length of the failed super-structures. Herein, the applicability of the cable-type collapse prevention device to an upper deck-type single span truss bridge was examined experimen-tally and numerically, assuming that seriously corroded lower chord members suddenly fail.","PeriodicalId":303487,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","volume":"80 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":"121728135","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
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