英文論文集 (4/5) 2015-2019年 <次へ　前へ>

 

◆２０１9年度

[1]M.S. Islam, H. Alwashali, D. Sen & M. Maeda, M.A.M. Sikder & M.R. Islam，

　“Proposal of visual rating method for seismic capacity evaluation and screening of RC buildings with masonry infill”，

  2019 Pacific Conference on Earthquake Engineering，(paper 65)2019.4

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[2]D. Sen, Y. Torihata, H. Alwashali, S. Islam, Z. Tafheem & M. Maeda,

　“Investigation of the Ferro-cement laminated infilled masonry wall under cyclic lateral load”，

  2019 Pacific Conference on Earthquake Engineering，(paper 237)2019.4

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[3]H. Alwashali, M.S.Islam, D. Sen & M. Maeda, J. Monical, M.A.M. Sikder, M.R. Islam,

　“Study of Seismic Capacity of Existing RC Buildings with Masonry Infill Damaged by Past Earthquakes”，

  2019 Pacific Conference on Earthquake Engineering，(paper 243)2019.4

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[4]M. Maeda，K. Matsukawa，

　“An Overview of Post-Earthquake Damage and Residual Capacity Evaluation for Reinforced Concrete Buildings in Japan”，

  2019 Pacific Conference on Earthquake Engineering，(paper 288)2019.4

 

[5]Hamood Alwashali, Debasish Sen, Kiwoong Jin, Maeda Masaki,

　“Experimental investigation of influences of several parameters on seismic capacity of masonry infilled reinforced concrete frame”，

　Engineering Structures Vol 189，pp.11-24，2019．6

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◆２０１８年度

​[1]Kazuto Matsukawa，Masaki Maeda，

　“Methodology to evaluate the collapse limit state of R/C frames based on the seismic response spectrum”，

　Japan Architectural review，2018.6．

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[2]Masaki MAEDA，Md. Shafiul ISLAM，Hamood ALWASHALI，Md Rafiqul ISLAM，Matsutaro SEKI，Kiwoong JIN，

　“A SEISMIC CAPACITY EVALUAITON AND PRIORITY SETTING FOR RC BUILDING WITH MASONRY INFILL”，

　16th European Conference on Earthquake Engineering，2018.6

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[3]Hamood ALWASHALI，Yuta TORIHATA，Kiwoong JIN，Masaki MAEDA，

　“EXPERIMENTAL STUDY ON RC FRAMES WITH MASONRY INFILL CONSIDERING PARAMETERS INFLUENCING BACKBONE CURVE”，

　16th European Conference on Earthquake Engineering，2018.6

 

[4]Masaki MAEDA，Sayaka IGARASHI，

　“EVALUATION OF SEISMIC REPARABILITY LIMIT STATE OF R/C FRAME STRUCTURE”，

　16th European Conference on Earthquake Engineering，2018.6

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◆２０１７年度

[1]Masaki Maeda，Hamood Al-Washali，

　“Damage due to Earthquakes and Improvement of Seismic Performance Reinforced Concrete Buildings in Japan”，

　6th National Conference on Earthquake Engineering & 2nd National Conference on Earthquake Engineering and Seismology，pp.27-34，2017.6．

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[2]Hamood Al-Washali，Kiwoong Jin，Masaki Maeda，

　“Study of Seismic Capacity of Masonry Infilled Reinforced Concrete Frames Considering the Influence of Frame Strength”，

　6th National Conference on Earthquake Engineering & 2nd National Conference on Earthquake Engineering and Seismology，pp.469-476，2017.6．

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[3]Masaki Maeda，Norihiro Hosoya，Takuya Koike，Mamoru Hanzawa，Yoshihiro Ogata，Kiwoong Jin，

　“STATIC LOADING TEST ON SEISIMIC CAPACITY OF REINFORCED CONCRETE SHEAR WALLS IN NUCLEAR POWER PLANT Part 2 EVALUATION  OF DAMAGE AND RESIDUAL CAPACITY”，

　24th International Conference on Structural Mechanics in Reactor Technology，2017.8．

 

[4]Mehdi Sarrafzadeh, Ken J Elwood, Rajesh P Dhakal, Helen Ferner, Didier Pettinga, Mike Stannard, Masaki Maeda, Yoshiaki Nakano, Tomihisa Mukai, Takuya Koike，

　“PERFORMANCE OF REINFORCED CONCRETE BUILDINGS IN THE 2016 KUMAMOTO EARTHQUAKES AND SEISMIC DESIGN IN JAPAN”，

　BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING，第50巻第3号，pp. 394-435，2017.9．

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[5]Hamood Alwashali，Yuta Torihata，Kiwoong Jin，Masaki Maeda，

　“Experimental observations on the in-plane behavior of masonry wall infilled RC frames; focusing on deformation limits and backbone curve ”，

 　Bulletin of Earthquake Engineering，2017.10．

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[6]Hamood Al-Washali，Yuta Torihata，Kiwoong Jin，Masaki Maeda，

　“EXPERIMENTAL STUDY OF MASONRY INFILLED RC FRAMES CONSIDERING THE INFLEUNCE OF VARYING FRAME AND MASONRY STRENGTH ”，

　Proceedings of the 13th Annual Meeting of Japan Association for Earthquake Engineering，2017.11．

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[7]Masaki Maeda, Hamood Al-Washali，

　“Damage Due to Earthquakes and Improvement of Seismic Performance of Reinforced Concrete Buildings in Japan”，

　Seismic Hazard and Risk Assessment，pp. 361-372，2018.3．

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[8]Hamood Al-Washali, Kiwoong Jin, Masaki Maeda，

　“Study of Seismic Capacity of Masonry Infilled Reinforced Concrete Frames Considering the Influence of Frame Strength ”，

　Seismic Hazard and Risk Assessment，pp.479-491，2018.3．

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[9]Matsutaro Seki, Masaki Maeda, Hamood Al-Washali，

　“A Proposal on the Simplified Structural Evaluation Method for Existing Reinforced Concrete Buildings with Infilled Brick Masonry Walls ”，

　Seismic Hazard and Risk Assessment，pp. 493-503，2018.3．

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◆２０１６年度

[1]H. AlWashali, Y. Suzuki, M. Maeda，

  “SEISMIC EVALUATION OF REINFORCED CONCRETE BUILDINGS WITH MASONRY INFILL WALL”，

  16th World Conference on Earthquake Engineering，(paper ID:788)，2017.1．

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[2]Y. Suzuki, M. Maeda, T. Ohta, J. Sakuta, T. Kiyohara, K. Fujiwara，

  “Experimental Study on Elasto-Plastic Behavior of R/C Exterior Beam-Column Joints with Parameters of Varying Axial Forces and Lateral Reinforcements”，

  16th World Conference on Earthquake Engineering，(paper ID:1959)，2017.1．

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[3]M. Maeda, T. Koike, N. Hosoya, Y. Suzuki, K. Tsurugai, A. Nimura，

  “DAMAGE AND RESIDUAL SEISMIC PERFORMANCE EVALUATION OF REINFORCED CONCREATE SHEAR WALLS ，

  16th World Conference on Earthquake Engineering，(paper ID:1971)，2017.1．

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[4]M. Tani, T. Mukai, T. Demizu, S. Kono, H. Kinugasa and M. Maeda，

  “FULL-SCALE STATIC LOADING TEST ON A FIVE STORY REINFOCED CONCRETE BUILDING (Part2: Damage Analysis)”，

  16th World Conference on Earthquake Engineering，(paper ID:1879)，2017.1．

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[5]O. Sugawara, K. Hirotani, Y. Ogata, M. Takahashi, M. Ito, M. Maeda, Y. Ikeda，

  “SHEAR WALL TEST AND VERIFICATION OF ASEISMIC EFFECTS FOR UNIT 2 REACTOR BUILDING OF ONAGAWA NPP”，

  16th World Conference on Earthquake Engineering，(paper ID:2669)，2017.1．

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[6]Linfei Hao, Yusuke Suzuki, Masaki Maeda，

  “RESIDUAL SEISMIC CAPACITY EVALUATION FOR RC BUILDINGS CONSIDERING REDUCTION OF SEISMIC PERFORMANCES”，

  16th World Conference on Earthquake Engineering，(paper ID:3693)，2017.1．

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[7]M. Maeda, T. Nishida, K. Matsukawa, M. Murakami，

  “Revision of Guideline for Post-Earthquake Damage Evaluation of Reinforced Concrete Buildings in Japan”，

  16th World Conference on Earthquake Engineering，(paper ID:3987)，2017.1．

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◆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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