英文論文集 (3/5) 2010-2014年  <次へ　前へ>

 

◆２０１４年度
[1]Msaki MAEDA，Kazuto MATSUKAWA，Yoshihiro ITOH，

  “GUIDELINE FOR POST-EARTHQUAKE DAMAGE EVEALUATION OF RC BUILDINGS IN JAPAN”，

  SECOND EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING AND SEISMOLOGY，2014年8月．

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[2]M.Maeda，K.Matsukawa and Y.Ito，

  “REVISION OF GUIDELINE FOR POSTEARTHQUAKE DAMAGE EVALUATION OF RC BUILDINGS IN JAPAN”，

  Tenth U.S. National Conference on Earthquake Engineering，DOI:10.4231/D3959C81P，2014年7月． 

[3]K.Matsukawa，M.Maeda，

  “PRACTICAL COLLAPSE ASSESSMENT FOR REINFORCED CONCRETE STRUCTURES BASED ON SEISMIC RESPONSE SPECTRUM ”，    

  Tenth U.S. National Conference on Earthquake Engineering，DOI:10.4231/D31R6N151，

  2014年7月． 

◆２０１３年度
[1]Masaki Maeda，Kazuki.Suzuki，Hamood Al-Washali，Santiago Pujol，Toshikatsu Ichinose，

  “Seismic capacity of retrofitted SRC building damaged due to 2011 Great East Japan Earthquake ”，

  Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013)，    

  （Paper No. 248），2013.8．

◆２０１２年度
[1]S．Igarashi，M．Maeda，

  “Evaluation of Seismic Reparability Limit State of R/C Frame Structure Based on the Damage of Columns and Beams”，

  15th World Conference on Earthquake Engineering， （paper ID:0702）， 2012.9．

[2]Masaki Maeda，Kota Miura，

  “Post-Earthquake Damage Evaluation for Reinforced Concrete Buildings with Various Collapse Mechanism”，

  15th World Conference on Earthquake Engineering， （paper ID:2589）， 2012.9． 

[3]Masaki Maeda，Kanako Takahashi，Hamood Alwashali，Akira Tasai，Kazuhiro Kitayama，Susumu Kono，Tetsuya Nishida，

  “Damage Survey on Reinforced Concrete School Buildings in Miyagi after the 2011 East Japan Earthquake”，

  15th World    Conference on Earthquake Engineering， （paper ID:2591）， 2012.9． 

[4]Kazuto Matsukawa，Masaki Maeda，Hamood Al-Washali & Kanako Takahashi，

  “Research For Collapse of R/C Frame Composed of Shear And Flexure Column”，

  15th World Conference on Earthquake Engineering， （paper ID:1501）， 2012.9． 

[5]Masatoshi Yamazoe，Joji Sakuta，Kazuya Mitsuji，Masaki Maeda，

  “Field Investigation and Dynamic Analysis of Damaged Structure on Pile Foundation during the 2011 off the Pacific Coast of Tohoku Earthquake”，

  15th World Conference on Earthquake Engineering， （paper ID:3195）， 2012.9． 

[6]Hamood ALWASHALI，Masaki MAEDA，

  “STUDY OF SEISMIC EVALUATION METHODS OF RC BUILDINGS WITH MASONRY INFILL WALLS;A CASE

  STUDY OF BUILDINGS IN JORDAN”，

  Proceedings of the First International Symposium on Earthquake Engineering，pp.497-506，2012.11．

[7]Hamood Alwashali，Masaki Maeda，

  “SEISMIC VULNERABILITY ASSESSMENT METHOD OF LOW-RISE RC BUILDINGS WITH MASONRY INFILL WALLS”，

  10th International Conference on Urban Earthquake Engineering，pp.807-815，2013.3． 

[8]Kazuto Matsukawa， Xiu Liu，Masaki Maeda，

  “PROCESS OF COLLAPSE FOR RC FRAME INCLUDING SHEAR COLUMN”，

  10th International Conference on Urban Earthquake Engineering，pp.817-824，2013.3． 

[9]Atsushi Nagaya，Kazuyoshi Hotta，Yuko Kato，Susumu Takahashi，Santiago Pujol，Masaki Maeda，Toshikatsu Ichinose，

  “DAMAGE OF RC BUILDING WITH COUPLED SHEAR WALLS CAUSED BY THE 2011 GREAT EAST JAPAN EARTHQUAKE”，

  10th International Conference on Urban Earthquake Engineering，pp.1949-1958，2013.3． 

[10]Yuko KATO，Atsushi NAGAYA，Kazuyoshi HOTTA，Ying WANG，Susumu TAKAHASHI，Masaki MAEDA，Santiago PUJOL，Toshikatsu IHINOSE，

  “SEISMIC VULNERABILITY ASSESSMENT METHOD OF LOW-RISE RC BUILDINGS WITH MASONRY INFILL WALLS”，

  10th International Conference on Urban Earthquake Engineering，pp.1959-1965，2013.3． 

[11]Suzuki Kazuki，Hamood Alwashali，Maeda Masaki，Ying Wang，Santiago Pujol，Ichinose Toshikatsu，

  “PERFORMANCE OF THE BUILDING OF THE FACULTY OF ENGINEERING AT TOHOKU UNIVERSITY DURING THE GREAT EAST JAPAN EARTHQUAKE OF 2011”，

  10th International Conference on Urban Earthquake Engineering，pp.1967-1976，2013.3． 

◆２０１１年度
[1]Masaki MAEDA ，Hamood Ahamed AL-WASAHLI，Kanako TAKAHASHI and Kazuki SUZUKI，

  “DAMAGE TO ERINFORCED CONCRETE SCHOOL BULDING IN MIYAGI AFTER THE 2011 GREAT EAST JAPAN EARTHQUAKE”，

  Proceedings of the International Symposium on Engineering Lessons Learned From the 2011 Great East Japan Earthquake ，pp.1120-1131，2012.3．

[2]Isaac VILLANOVA，Atsushi NAGAYA，Masaki MAEDA，Santiago PUJOL，Susumu TAKAHASHI，Toshikatsu ICHINOSE，

  “DAMAGE TO EIGHT-STORY RC BUILDING RETROFITTED TO HAVE BASE SHEAR COEFFICIENT OF 0.65”，    

  Proceedings of the International Symposium on Engineering Lessons Learned From the 2011 Great East Japan Earthquake ，pp.1270-1281，2012.3． 

[3]Hamood ALWASHALI and Masaki MAEDA，

  “STUDY OF LOW-RISE RC BUILDINGS WITH RELATIVELY HIGH SEISMIC CAPACITY DAMAGED BY GREAT EAST JAPAN EARTHQUAKE 2011”，

  Proceedings of the International Symposium on Engineering Lessons Learned From the 2011 Great East Japan Earthquake ，pp.1292-1303，2012.3． 

[4]Masaki Maeda，Hamood Al-Washali，Kazuki Suzuki，and Kanako Takahashi，

  “Damage of RC Building Structures due to 2011 East Japan Earthquake”，

  Proceedings of 2012 Structures Congress. ASCE. pp.1023-1034，2012.3 ．

◆２０１０年度
[1]Kazuya MITSUJI，Masaki MAEDA，and Kazuo MATSUKAWA，

  “DISCUSSION ON THE DAMEGE OF THE RC BUILDINGS IN THE IWATW-MIYAGI NAIRIKU EARTHQUAKE IN 2008 FROM THE GEOTECHNICAL POINT OF VIEW”，

  4th Japan-Taiwan Joint Worlshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls25-28，pp.197-205，2010.10．

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