TANIGUCHI Yoshiya

写真a

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Title

Professor

Laboratory location

Sugimoto Campus

Degree 【 display / non-display

  • Osaka City University -  Doctor of Engineering

Research Areas 【 display / non-display

Building Structure and Materials

Research subject summary 【 display / non-display

  • The elasto - plastic behavior of static and dynamic responses are focused for spatial lattice structures, which are subjected to vertical or horizontal loads. The purpose is to make clear the relationship between seismic responses and static responses from the view point of input strain energy properties after and before yielding, and to estimate bearable seismic levels with the information of static elasto - plastic behaviors. The static response compared is the relationships between equivalent velocities of strain energies and displacements. The dynamic response compared is that between earthquake input acceleration PGA and equivalent velocities of strain energies.

Research Interests 【 display / non-display

Spatial lattice structure, Static load-carrying capacity, Seismic resistant capacity, Bearable PGA

Research Career 【 display / non-display

  • Nonlinear properties of timber compressive stress-strain relationships

    (Individual) Project Year :

    2020.04
    -
    Today

  • Relation between dynamic collapse behavior and static collapse behavior, under excessive vertical loads, is numerically investigated to present a prediction method for the load level of dynamic collapse for spatial lattice beams and double-layer lattice grids.

    (Individual) Project Year :

    2008.04
    -
    Today

    Keyword in research subject:  dynamic collapse, limit state deformation, limit state load

  • Study on seismic damper for timber structures

    (Collaboration in Japan) Project Year :

    2008.04
     
     

    Keyword in research subject:  frame structure, timber structure, damper

  • Response control and damping mechanism of spatial structures

    (Collaboration in Japan) Project Year :

    2002.04
     
     

    Keyword in research subject:  response control, damping mechanism, spatial structure

  • Research on the unfied approach to frame stability

    (Collaboration in Japan) Project Year :

    2001.04
    -
    2005.03

    Keyword in research subject:  steel frame, buckling

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Association Memberships 【 display / non-display

  • International Association of Shell& Spatial Structures

  • Architectural Institute of Japan

  • Membrane Structures Association of Japan

  • Japanese Society of Steel Construction

Committee Memberships 【 display / non-display

  • 2002
    -
    2007.03

    Architectural Institute of Japan  

Current Career 【 display / non-display

  • Osaka City University   Graduate School of Engineering   Urban Engineering Course   Professor  

  • Osaka City University   Center for Research and Development of Higher Education  

Career 【 display / non-display

  • 2008
     
     

    Osaka City University  

  • 1999
     
     

    Osaka City University  

  • 1993
     
     

    Osaka City University  

  • 1985
    -
    1990

    Obayashi Corporation  

Graduate School 【 display / non-display

  •  
    -
    1993

    Osaka City University  Graduate School, Division of Engineering 

Graduating School 【 display / non-display

  •  
    -
    1983

    Osaka City University   Faculty of Engineering  

 

Published Papers 【 display / non-display

  • Coupling Effect of Nodal Deviation and Member Imperfection on Load-Carrying Capacity of Single-Layer Reticulated Shell

    Li Hui-jun, Taniguchi Yoshiya

    INTERNATIONAL JOURNAL OF STEEL STRUCTURES  20 ( 3 ) 919 - 930 2020.06  [Refereed]

    DOI

  • LOAD CARRYING CAPACITY OF THREE-WAY SINGLE-LAYER RETICULATED DOME WITH INITIAL MEMBER CROOKEDNESS OF PRESCRIBED PROBABILISTIC AMPLITUDE

    Li Huijun, Taniguchi Yoshiya

    JOURNAL OF THE INTERNATIONAL ASSOCIATION FOR SHELL AND SPATIAL STRUCTURES  60 ( 2 ) 133 - 144 2019.06  [Refereed]

    DOI

  • Load-carrying capacity of semi-rigid double-layer grid structures with initial crookedness of member

    Li Huijun, Taniguchi Yoshiya

    ENGINEERING STRUCTURES  184   421 - 433 2019.04  [Refereed]

    DOI

  • Load-carrying capacity of semi-rigid double-layer grid structures with initial crookedness of member

    Huijun LI, Yoshiya TANIGUCHI

    Engineering Structures  184   421 - 433 2019  [Refereed]

  • Load-carrying capacity of semi-rigid double-layer grid structures with initial crookedness of member

    Huijun LI, Yoshiya TANIGUCHI

    Engineering Structures  184   421 - 433 2019  [Refereed]

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Books etc 【 display / non-display

  • 東日本大震災合同調査報告 建築編3 シェル・空間構造

    新宮清志, 竹内徹, 谷口与史也 (Part: Single Work )

    日本建築学会  2014.09

  • 2011年東北地方太平洋沖地震災害調査速報

    田中礼治, 河合直人, 谷口与史也 (Part: Single Work )

    日本建築学会  2011.07

  • シェル・空間構造の減衰と応答制御

    新宮清志, 谷口与史也 (Part: Single Work )

    日本建築学会  2008.03

  • Dynamic Behavior and Seismic Design of Spatial Structures

    (Part: Joint Work )

    AIJ  2006

  • 空間構造の動的挙動と耐震設計

    谷口与史也, 小田憲史, 坂壽二 (Part: Single Work )

    日本建築学会  2006

Review Papers (Misc) 【 display / non-display

  • A Study on Tsunami Evacuation Distance at the Undeground Mall around Osaka Station

    Goda Shoko, Yoshinaka Susumu

      1237 - 1238 2012.09

  • Classification of Falling Damage of the Ceiling Focusing on the Weight of the Ceiling after 1995 Hyogoken-Nanbu Earthquake

    Suzuki Hideaki, Yoshinaka Susumu

      851 - 852 2012.09

  • 大阪駅周辺地下街の津波避難距離に関する研究

    合田祥子, 吉中進

    日本建築学会大会学術講演梗概集    1237 - 1238 2012.09  [Refereed]  [Invited]

  • 天井重量に着目した兵庫県南部地震以降の天井落下被害分類

    鈴木秀明, 吉中進

    日本建築学会大会学術講演梗概集    851 - 852 2012.09  [Refereed]  [Invited]

  • 2041 正方形網目と菱形網目からなる二層立体ラチスドームの弾性座屈性状に及ぼす部材配置の効果(構造)

    閻 崇兵, 谷口 与史也, 吉中 進

    一般社団法人日本建築学会 日本建築学会近畿支部研究報告集. 構造系  ( 49 ) 161 - 164 2009.05  [Refereed]  [Invited]

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Conference Activities & Talks 【 display / non-display

  • FEM analysis on fracture behavior of RC exterior beam-column joint with joint yielding failure mechanism

    Takano Yasuyuki, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

  • FEM analysis on flexural behavior of RC beams replaced SEA as part of main reinforcement

    Umemoto Jyunya, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

  • Experimental study on reinforcement effect of cedar wood by basalt fiber sheet

    Nishimizu Maoto, Suzuki Yusuke, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

  • Proposal of evaluation formula of spatial arrangement of TMDs with initial displacement

    Kozuru Keita, Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

  • Vibration control of arch structures focusing on antisymmetric modal shape

    Yoshinaka Susumu, Taniguchi Yoshiya

    Summaries of Technical Papers of Annual Meeting  2018.09 

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Other Research Activities (Works) 【 display / non-display

  • Seminar for damping mechanism and response control of spatial structures

    Fieldwork 

    2002
     
     
  • Seminar for Buckling Behavior of Steel Structures, AIJ

    Fieldwork 

    2001
    -
    2005
  • The 8th seminar for shell and spatial structure

    Fieldwork 

    1999
     
     
  • Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu Earthquake(AIJ)

    Fieldwork 

    1995
     
     
  • Analysis and design of cylindrical latticed roof

    Fieldwork 

    1995
     
     
 

Other educational activity and Special note 【 display / non-display

  • Improvement of educational methods

    (2017)

  • Contribution to University-wide Cross-training program

    (2017)

 

Theme of Possible Research Exchange 【 display / non-display

  • Research of hystreretic damper for timber structures

    Research theme : A new type of hysteretic dampers is experimentally studied for timber structures.

    Request for collaborative research : The private sector, such as other institutions

    Type of research exchange : Technical consultation, Consignment study, Collaborative research

    Keyword : Seismic damper, Hystresis curve, Experiment

     View Details

    Application fields / methods etc : Energy dissipation of seismic damper might reduce the input energy of earthquake for timber structures, and to increase the seismic strength of space structures.

  • Research of jointing system for spatial structures

    Research theme : Research of jointing method for space structures that are made of either metal or timber.

    Request for collaborative research : The private sector, such as other institutions

    Type of research exchange : Technical consultation, Consignment study, Collaborative research

    Keyword : Space structure, Joint, Experiment

     View Details

    Application fields / methods etc : Structural engineering

 

Foreigner acceptance 【 display / non-display

  • Academic year : 2018

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    Number of foreigners accepted
    1

    中国

  • Academic year : 2017

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    Number of foreigners accepted
    1

    中国