Chen Pei-shan

写真a

Title

Professor

Laboratory

1-1 Sensui-cho, Tobata-ku, Kitakyushu-shi, Fukuoka

Research Fields, Keywords

Architectural Structures, Structural Analysis & Form Finding, Structural Design, High Rise and Big Span Structures

E-mail

E-mail address

Degree 【 display / non-display

  • Hosei University -  Doctor of Engineering  1996.03

Biography in Kyutech 【 display / non-display

  • 2014.04
    -
    Now

    Kyushu Institute of TechnologyFaculty of Engineering   Department of Civil and Architectural Engineering   Professor  

Academic Society Memberships 【 display / non-display

  • 1993.04
    -
    Now
     

    Architectural Institute of Japan  JAPAN

  • 2013.02
    -
    Now
     

    Japan Society of Civil Engineers  JAPAN

  • 2007.04
    -
    Now
     

    Japan Society of Seismic Isolation  JAPAN

  • 1993.04
    -
    Now
     

    International Association for Shell and Spatial Structures (IASS)  SPAIN

  • 2017.09
    -
    Now
     

    The International Association of Structures and Architecture  PORTUGAL

Specialized Field (scientific research fund) 【 display / non-display

  • Civil engineering materials/Construction/Construction management

  • Building structures/Materials

 

Research Career 【 display / non-display

  • Research on Frameless Reciprocal Glass-Panel-Structures with Lap-units

    Glass Structure, Frameless Glass Structure, Reciprocal System  

    Project Year: 2016.04  -  Now 

     View Summary

    In common, a transparent space or a glass house is usually cladded with glass panels supported by metal frames. Nevertheless these metal frames obstruct natural lighting and make the building space neither translucent nor elegant. Therefore, the author proposed Frameless Reciprocal Glass-Panel-Structures, in which glass panels with high strength are used as structural material against various loading including earthquake and wind. The goal of this research is to establish the structural design theory for the Frameless Glass Panel Structures and put it into practical construction. In this paper the authors will analyze the mechanical properties of the glass panels such as stress distribution and stiffness by mechanical analysis and loading experiment. Furthermore, the authors will estimate the suitable geometrical dimensions of the glass panels by analyzing the fracture mechanism and structural features.

  • Shed Light on the Mechanical Characteristics of the 1.5-Layer Space Frames

    Space fame, Latticed shell, 1.5-Layer Space frame  

    Project Year: 2016.04  -  Now 

  • Nonlinear Structural analysis (cable structures, buckling analysis for spatial structures)

    Nonliear analysis, buckling analysis, cable structures  

    Project Year: 1989.04  -  Now 

Publications (Article) 【 display / non-display

  • Numerical evaluation of dynamic responses of steel frame structures with different types of haunch connection under blast load

    Yussof M.M., Silalahi J.H., Kamarudin M.K., Chen P.S., Parke G.A.R.

    Applied Sciences (Switzerland)    10 ( 5 )   2020.03  [Refereed]

     View Summary

    © 2020 by the authors. This research is aimed at investigating the dynamic behaviour of, and to analyse the dynamic response and dynamic performance of steel frames strengthened with welded haunches subjected to a typical hydrocarbon blast loading. The structural dynamic analysis was carried out incorporating the selected blast load, the validated 3D model of the structures with different welded haunch configurations, steel dynamic material properties, and non-linear dynamic analysis of multiple degree of freedom (MDOF) structural systems. The dynamic responses and effectiveness of the reinforced connections were examined using ABAQUS finite element software. Results showed that the presence of the welded haunch reinforcement decreased the maximum frame ductility ratio. Based on the evaluation of the results, the haunch reinforcements strengthened the selected steel frame and improved the dynamic performance compared to the frame with unreinforced connections under blast loading, and the biggest haunch configuration is the "best" type.

    DOI Scopus

  • Configuration and Mechanical Characteristics of 1.5-Layer Space Frames

    Pei-Shan CHEN

    4th International Conference on Structures and Architecture  ( (ICSA)Structures & Architecture )    2019.07  [Refereed]

    Portugal  Lisbon  2019.07  -  2019.07

  • Design of Large-Span Structure based on Integrated Parametric Study of Grasshopper with Structure Analysis

    Meng Ting Tsai, Pei Shan Chen and Ho u Yang Chen

    Fifth International Forum on Advanced Technologies      2019.03  [Refereed]

  • Research on Allowable Stress of Structural Glass for Frameless Glass Structures and Timber Supported Glass Panels

    Meng-Ting Tsai, Pei Shan Chen

        2018.08  [Refereed]

  • EXPERIMENTAL STUDY ON FAILURE MODE OF RECIPROCAL WOODEN JOINT WITH DOWEL CONNECTION AND WOODEN INTERLOCKING

    Meng Ting Tsai, Pei Shan Chen, Te Hsin Yang, Chien Tung Chen, Hao Ming Hsu

    World Conference on Timber Engineering 2018      2018.08

    Korea  Seoul 

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Publications (Books) 【 display / non-display

  • AIJ Recommendations for Design of CableStructures

    ( Contributor )

    Architectural Institute of Japan  2019.12

  • Text Book for Structural Design

    Pei-Shan Chen ( Single Work )

    Morikita Publishing  2015.04 ISBN: 4627553110

  • Guide to Buckling Load Evaluation Metal Reticulated Roof Structres

    ( Joint Work )

    IASS   2014.10

Conference Prsentations (Oral, Poster) 【 display / non-display

  • Basic study on feasibility of 1.5-layer space frames using laminated bamboo timber

    AKIMITSU Satoru, CHEN Pei-Shan

    2020.03  -  2020.03 

  • Buckling Characters and Approximate Buckling Load Factors of 1.5-Layer Cylindrical Space Frames with Crossing-units

    2020.03  -  2020.03 

  • Basic study on Epoxy Adhesive Bonding Joint for Frameless Glass Structure

    Peng-yu ZHAO, Pei-Shan CHEN

    Colloqium 2019-Analysis and Generation of Structural Shapes and Systems  2019.11  -  2019.11 

  • Calculation of Approximate Buckling Load Factors of Single Layer and 1.5-Layer Cylindrical Space Frames

    Baoxin LIU, Pei-Shan CHEN

    Colloqium 2019-Analysis and Generation of Structural Shapes and Systems  2019.11  -  2019.11 

  • Cylindrical Partial 1.5-Layer Space Frames Generated by Evaluating the Curvature of Buckling Mode

    Colloqium 2019-Analysis and Generation of Structural Shapes and Systems  2019.11  -  2019.11 

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Industrial Property 【 display / non-display

  • Bubble Concrete

    Unexpectedly No 特開2008-308395  JAPAN

    Pei-Shan Chen

  • 1.5-Layer Space Frame and Reciprocal Panel

    Unexpectedly No 特開2012-52347  JAPAN

    Pei-Shan Chen

Lectures 【 display / non-display

  • 「ケーブル構造設計指針・同解説」6章構造解析

    「ケーブル構造設計指針」改定講習会   2019.12.18  日本建築学会

  • 陰陽太極思想と建築構造デザイン

    北九州市民カレッジ   2019.12.14 

  • Configuration and Seismic Design of 1.5-Layer Space Frames and Frameless Glass Structures

    Whorkshop in Universita degli Studi G. d'Annunzio di Chieti Pescara   2019.07.19 

  • 清明上河図から創出した新しい構造システム(清明上河圖的啟迪與現代新型結構體系)

    国立台湾科技大学講演会   2018.11.13  国立台湾科技大学

  • On Seismic Design in Japan

    Speech in Universiti Sains Malaysia   2017.04  School of Civil Engineering, Universiti Sains Malaysia

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Contracts 【 display / non-display

  • Research on Load Carrying Capability of Joints of 1.5-Layer Wooden Space Frame

    Joint research

    Project Year:  2018.04  -  2019.03

  • Research on Allowable Stress of Structural Glass for Frameless Glass Structures and Timber Supported Glass Panels

    Joint research

    Project Year:  2017.04  -  2018.03

 

Activities of Academic societies and Committees 【 display / non-display

  • 2016.04
    -
    Now

    Architectural Institute of Japan  

  • 2006.04
    -
    Now

    Architectural Institute of Japan  

  • 2014.05
    -
    Now

    Architectural Institute of Japan  

  • 2013.04
    -
    2019.12

    Architectural Institute of Japan  

  • 2013.04
    -
    2016.03

    Architectural Institute of Japan  

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