Faculty Profiles - Chen Pei-shan

Papers - Chen Pei-shan

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Mechanical Evaluation of Novel High-Strength Lightweight Concrete with Core-Shell Structured Lightweight Aggregate Reviewed International journal

Xiangdong Yan, Pei-Shan Chen, Baoxin Liu

Construction and Building Materials ( Elsevier Ltd ) Volume 483 2025.07

Global buckling evaluation equation for preliminary design of single-layer cylindrical grid shells with diagonal rod grid and piped members Reviewed International journal

Structures ( Elsevier Ltd ) Volume 78 2025.06

Recommendations to structural design of 1.5-layer space frames with crossing-units and triple-connecting units based on buckling features Reviewed International journal

Jin J., Qian X., Chen P.S., Liu B.

Structures 70 2024.12

Bending and lateral-torsional buckling investigation on glass beams for frameless domes Reviewed International journal

Hussain S., Chen P.S., Hassanlou D., Bolhassani M., Bedon C.

Results in Engineering 21 2024.03

Approximate Equation for Estimating Global Buckling Load of Single-Layer Cylindrical Space Frames Reviewed International journal

Liu B., Chen P.S., Jin J., Yan X.

Lecture Notes in Civil Engineering 385 209 - 221 2024.01

The Approximate Equation for Global Buckling Load of Grid Shell Domes Reviewed

Liu B., Chen P.S., Jin J., Yan X.

Lecture Notes in Civil Engineering 389 281 - 289 2024.01

Experimental Report on Compression Loading Test of Tempered Glass Panels Reviewed International journal

Hussain S., Chen P.S., Matsuno Y., Liu B.

Lecture Notes in Civil Engineering 385 283 - 293 2024.01

Effect of Hollow Bodies on the Strength and Density of Bubble Concrete Reviewed International journal

Yan X., Chen P.S., Mohammed B.S., Liu B.

Lecture Notes in Civil Engineering 385 133 - 149 2024.01

Dynamic Properties and Seismic Performance of 1.5-Layer Space Frames with Lap-Units whilst Considering Vibration of Lower Joints Reviewed International journal

Jin J., Chen P.S., Liu B., Yan X.

Lecture Notes in Civil Engineering 385 235 - 254 2024.01

Approximate Estimation for Global Buckling Load of Cylindrical Single-Layer Grid Shells: Fitting of Envelope Equations Based on Regression Analysis Reviewed

Liu B., Chen P.S., Jin J., Yan X.

Lecture Notes in Civil Engineering 371 LNCE 241 - 254 2024.01

Promoting the Allowable Stress Method for the Design of Glass Members and Frameless Structures Reviewed

Saddam Hussain, Chen Pei Shan, Chiara Bedon, Hassan Javed

Proceedings of International Exchange and Innovation Conference on Engineering & Sciences (IEICES) ( Interdisciplinary Graduate School of Engineering Sciences, Kyushu University ) 10 943 - 949 2024.01

Authorship：Lead author,　Last author,　Corresponding author Language：English Publishing type：Research paper (international conference proceedings)

This study promotes the construction of transparent spatial structures with a minimum use of metal frameworks, by employing glass panels as primary members. The Allowable Stress Method, which is used to verify building components made of different materials, but is not available for glass members, is also proposed. In this regard, a sound theoretical investigation on tempered glass members under in-plane bending and lateral-torsional buckling (LTB) is summarized. Original experiments are used in support of the load-carrying capacity analysis of glass specimens. Their LTB failure is also addressed, as a function of slenderness ratio, to derive the allowable stress function. As shown, the presented findings result in robust equations for determining the allowable stress of tempered panels in bending, and in a general approach that can be extended to various loading conditions. The proposed methodology is finally applied to the exemplificative structural design of a three-dimensional frameless roof.

DOI： 10.5109/7323373

Scopus

CiNii Research

Other Link： https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85213363759&origin=inward

In-plane Bending Behavior of Single-Layer Glass Beams in Frameless Glass Structure Reviewed

Saddam Hussain, Delaram Hassanlou, Pei Shan Chen, and Mohammad Bolhassani

ICCEA2023 ( ICCEA 2 023 Conference Committee ) 530 LNCE 121 - 131 2023.12

Authorship：Lead author Language：English Publishing type：Research paper (international conference proceedings)

Indonesia Bali Island 2023.12.16 - 2023.12.18

DOI： 10.1007/978-981-97-5311-6_12

Scopus

Other Link： https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85200661199&origin=inward

Experimental Study on Spring Constants of Structural Gla ss Panel Joints Under In-Plane Loading Reviewed International journal

Hussain S., Chen P.S., Koizumi N., Liu B., Yan X.

Pertanika Journal of Science and Technology 31 (4): ( 4 ) 1957 - 1970 2023.06

FITTING THE APPROXIMATE EQUATION TO ESTIMATE THE GLOBAL BUCKLING LOAD OF CYLINDRICAL SINGLE-LAYER SPACE FRAMES Reviewed

Baoxin LIU, Pei-Shan CHAN, Xiangdong YAN, Jianjia LIANG

AIJ J. Technol. ( Architectural Institute of Japan ) 29 ( 72 ) 725 - 730 2023.06

Authorship：Lead author,　Last author,　Corresponding author Language：Japanese Publishing type：Research paper (scientific journal)

<p>This study aims to fit an approximate equation to evaluate the global buckling load of single-layer space frames with crossing-grids. Through linear buckling analysis, buckling load factors associated with various geometric parameters in a total of 1470 cases are analyzed, and established a dataset as an input into a statistical software 1stOpt. Accordingly, an approximate equation can be fitted based on the regression analysis aided by the 1stOpt. In addition, the authors examine the overfitting and accuracy of the approximate equation, and consequently propose an applicability range in which the rate of difference concentrates in ± 25%. </p>

DOI： 10.3130/aijt.29.725

Scopus

CiNii Research

Other Link： https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85167566433&origin=inward

EXPERIMENTAL REPORT ON GLASS PANELS AGAINST STATIC AND REPEATED IN-PLANE COMPRESSION LOADING Reviewed

Pei-Shan CHEN, Saddam HUSSAIN, Yuta MATSUNO

Journal of Structural Engineering ( Architectural Institute of Japan ) 69 225 - 231 2023.04

ANALYSIS OF MULTISTORY HIGH-RISE BUILDINGS IN HIGH SEISMIC ZONE Reviewed International journal

Hussain S., Bedon C., Moiz S., Chen P.S.

Proceedings of International Structural Engineering and Construction 10 ( 1 ) STR - 38 2023.01

EXPERIMENTAL REPORT ON GLASS PANELS AGAINST STATIC AND REPEATED IN-PLANE COMPRESSION LOADING Reviewed

CHEN Pei-Shan, HUSSAIN Saddam, MATSUNO Yuta

Journal of Structural Engineering B ( Architectural Institute of Japan ) 69B ( 0 ) 225 - 231 2023.01

Authorship：Lead author,　Last author,　Corresponding author Language：English Publishing type：Research paper (scientific journal)

<p>Primary load-bearing members used in glass structures, such as columns consisting of glass panels, are frequently subjected to in-plane loading. Its allowable stress for safety design appears to be a significant subject. By analyzing the results of static (without repeated loading) and cycling compression loading tests, the authors explore the mechanical features and failure mechanism of the tempered glass panels subjective to in-plane compression loading, including its ultimate stress and buckling load. In addition, a statistical method based on the experimental results is adopted to evaluate the allowable compressive stress. The experimental results show that the ultimate loads of specimens with high slenderness ratios satisfy Euler's critical load formula. In contrast, the ultimate loads of specimens with low thickness ratios distribute in a certain variance range. For the cycling loading test, after 30 times of repeated loading with maximum stress equivalent to 2/3 of the ultimate static stress, the average strength is almost the same or bigger than that of static loading tests. No fatigue fracture due to repeated loading was found for the tempered glass panels. Consequently, the allowable stress for in-plane compressive loading can be formulated based on Euler's critical load formula for a glass panel with a bigger slenderness ratio. The formulation for the allowable compressive stress of a glass panel with a smaller slenderness ratio is promoted using statistical analysis with a 95 percent confidence level for the safety design.</p>

DOI： 10.3130/aijjse.69b.0_225

CiNii Research

Other Link： https://www.jstage.jst.go.jp/article/aijjse/69B/0/69B_225/_pdf

Correction to: Feasibility of computational intelligent techniques for the estimation of spring constant at joint of structural glass plates: a dome-shaped glass panel structure (Glass Structures & Engineering, (2023), 8, 1, (141-157), 10.1007/s40940-022-00209-6) Reviewed International journal

Hussain S., Chen P.S., Koizumi N., Rufai I., Rotimi A., Malami S.I., Abba S.I.

Glass Structures and Engineering 9 ( 1 ) 2023.01

Modeling and Optimizing the Effect of 3D Printed Origami Bubble Aggregate on the Mechanical and Deformation Properties of Rubberized ECC Reviewed International journal

Choo J., Mohammed B.S., Chen P.S., Abdulkadir I., Yan X.

Buildings 12 ( 12 ) 2022.12

Buckling characteristics of key parts of 1.5-layer space frames with lap-units Reviewed

Xiaoxin QIAN, Jialiang JIN, Pei-Shan CHEN

Proceedings of the IASS 2022 Symposium affiliated with APCS 2022 conference 2022.09

Approximate Equation for Evaluating Global Buckling Load of Single-Layer Cylindrical Space Frames with Crossing Pattern Reviewed

Proceedings of the IASS 2022 Symposium affiliated with APCS 2022 conference 2022.09

Effect of Hollow Body Material on Mechanical Properties of Bubble Concrete Invited Reviewed International journal

Yan X., Chen P.S., Liu B., Mohammed B.S., Jin J.

Crystals 12 ( 5 ) 2022.05

The application of regression analysis in evaluating the buckling load for single-layer space frame

Baoxin LIU, Pei-Shan CHEN, Xiangdong YAN, Jialiang JIN

( Architectural Institute of Japan ) 2022.03

Effect of Hollow Bodies on the Strength and Density of Bubble Concrete Reviewed

Awam International Conference on Civil Engineering 2022 (AICCE 2022) ( AICCE 2022, USM ) 2022.02

Dynamic Properties and Seismic Performances of 1.5-Layer Space Frames with Lap-Units with Considering Vibration of Lower Joints Reviewed

Jialiang JIN, Pei-Shan CHEN, Baoxin LIU, Xiangdong YAN

Awam International Conference on Civil Engineering 2022 (AICCE 2022) ( AICCE 2022, USM ) 2022.02

Experimental Report on Compression Loading Test of Tempered Glass Panels Reviewed

Saddam Hussain, Pei-Shan Chen, Yutai Matsuno, Baoxin Liu

Awam International Conference on Civil Engineering 2022 (AICCE 2022), USM ( AICCE 2022, USM ) 2022.02

Approximate Equation for Estimating Global Buckling Load of Single-Layer Cylindrical Spaces Reviewed

Baoxin LIU, Pei-Shan CHEN, Jialiang JIN, Xiangdong YAN

Awam International Conference on Civil Engineering 2022 (AICCE 2022) ( AICCE 2022, USM ) 2022.02

Feasibility of computational intelligent techniques for the estimation of spring constant at joint of structural glass plates: a dome-shaped glass panel structure Reviewed

Hussain S., Chen P.S., Koizumi N., Rufai I., Rotimi A., Malami S.I., Abba S.I.

Glass Structures and Engineering 8 ( 1 ) 141 - 157 2022.01

Effect of Hollow Body Shape on the Internal Stress Distribution of Bubble Concrete Invited Reviewed International journal

Yan X., Chen P.S.

Lecture Notes in Civil Engineering 226 LNCE 223 - 229 2022.01

Evaluation Equation on Global Buckling Load for Cylindrical Single-Layer and 1.5-Layer Space Frames Reviewed

Baoxin LIU, Pei-Shan CHEN, Xiangdong YAN, Jialiang JIN

9th International Symposium on Applied Engineering and Sciences (SAES2021) ( SAES2021, UPM ) 2021.12

Effect of Hollow Body Shape on the Internal Stress Distribution of Bubble Concrete Reviewed

X. Yan, Pei-Shan Chen

7th International Conference on Architecture, Materials and Construction ( ICAMC 2021 ) 2021.10

Experiments and Mechanical Simulation on Bubble Concrete: Studies on the Effects of Shape and Position of Hollow Bodies Mixed in Concrete Invited Reviewed International journal

Xiangdong Yan, Pei-Shan Chen, Amin Al-Fakih, Baoxin Liu, Bashar S. Mohammed, and Jialiang Jin

Crystals ( MDPI ) 11 ( 858 ) 2021.07

Authorship：Lead author,　Last author,　Corresponding author Language：English Publishing type：Research paper (scientific journal)

This paper proposes a new type of lightweight concrete called bubble concrete, which was
developed by mixing concrete with high-strength hollow bodies. In the present study, concave and
spherical steel hollow bodies were used not only to form multiple cavities in the concrete but also
to transfer internal stresses. Through compression tests, the shape effects and distribution effects of
the hollow bodies on the strength and Young's modulus of concrete were investigated. In addition,
the mechanical characteristics of the bubble concrete were simulated by nonlinear elastoplastic finite
element analysis to study the stress distribution and failure mechanism. The results indicate that
with the proper combination, bubble concrete can reduce its density to 1.971–2.003 g/cm3 (83.3–
84.7%, compared to control concrete) and its strength reaches 27.536–28.954 N/mm2.

DOI： 10.3390/cryst11080858

Scopus

Other Link： https://doi.org/10.3390/cryst11080858

Study on Deformation and Buckling Capacity for Single Layer Cylindrical Space Frames with Different Grid Patterns

Baoxin LIU, Pei-Shan CHEN, Xiangdong YAN, Jialiang JIN

Architectural Institute of Japan JIA 2021 (Toukai) ( Architectural Institute of Japan ) 2021.04

Numerical Simulation on Lightweight Concrete Mixed with High-Strength Ceramic Hollow Bodies

X. Yan, J. Jin, Pei-Shan Chen

Architectural Institute of Japan JIA 2021 (Toukai) ( Architectural Institute of Japan ) 2021.04

A Basic Research of Feasibility of Wooden Hybrid 1.5-Layer Space Frames

MEGUMI Kubota, Pei-Shan Chen

Architectural Institute of Japan JIA 2021 (Toukai) ( Architectural Institute of Japan ) 2021.04

Dynamic Mechanical Properties of Cylindrical 1.5-Layer Space Frames with Diagonal Lap-Units

Jialiang JIN, Pei-Shan CHEN, Xiangdong YAN

Architectural Institute of Japan JIA 2021 (Toukai) ( Architectural Institute of Japan ) 2021.04

Buckling Characteristics of Domed 1.5-layer Space Frames with Lap-units

JIN Jialiang, QIAN Xiaoxin

2021.03

STUDY ON BUCKLING CHARACTERISTICS OF CYLINDRICAL AND DOMED 1.5-LAYER SPACE FRAMES WITH LAP-UNITS Reviewed

Jialinag Jin, Xiaoxin Qian

Journal of Structural Engineering ( Architectural Institute of Japan ) Vol.67B 251 - 260 2021.03

Language：English Publishing type：Research paper (scientific journal)

A 1.5-layer space frame is a new structural system which may provide new design possibilities for architects and engineers. Compared with a conventional double layer space frame, the 1.5-layer space frame can realize lighter weight because it is a bar-linked structure only configured with upper chords, web members, and diagonal members. The present paper investigates the buckling characteristics such as buckling loads and buckling modes of cylindrical and domed 1.5-layer space frames with lap-units. The relation between buckling characteristics and geometrical parameters of 1.5-layer space frames with lap-units were obtained by linear buckling analysis, which may provide parameter recommendations for practical structural design.

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

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

Applied Sciences (Switzerland) 10 ( 5 ) 2020.03

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

AKIMITSU Satoru

2020.03

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

LIU Baoxin

2020.03

Configuration and Mechanical Characteristics of 1.5-Layer Space Frames Reviewed International journal

Pei-Shan CHEN

4th International Conference on Structures and Architecture ( (ICSA)Structures & Architecture ) 697 - 705 2019.07

Authorship：Lead author,　Last author,　Corresponding author Language：English Publishing type：Research paper (international conference proceedings)

Portugal Lisbon 2019.07.24 - 2019.07.26

DOI： 10.1201/9781315229126-83

Scopus

Other Link： https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85091590161&origin=inward

Design of Large-Span Structure based on Integrated Parametric Study of Grasshopper with Structure Analysis Reviewed International journal

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

Fifth International Forum on Advanced Technologies 2019.03

Research on Allowable Stress of Structural Glass for Frameless Glass Structures and Timber Supported Glass Panels Reviewed International journal

Meng-Ting Tsai, Pei Shan Chen

2018.08

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

BASIC STUDY ON FRAMELESS GLASS PANEL STRUCTURES Reviewed

Pei-shan CHEN(Syota IKUTA and Takuto UEYAMA)

Journal of Structural Engineering Vol.64B 591 - 598 2018.03

REASEARCH ON THE BUCKLING FEATURES OF 1.5-LYER SPACE FRAMES WITH CROSSING UNITS Reviewed

Satoshi NOGUCHI(Pei-Shan CHEN)

Journal of Structural Engineering Vol.64B 599 - 604 2018.03

Experimental study on failure mode of reciprocal wooden joint with dowel connection and wooden interlocking Reviewed

Tsai M.T., Chen P.S., Yang T.H., Chen C.T., Hsu H.M., Liu T.C.

WCTE 2018 - World Conference on Timber Engineering 2018.01

Buckling features of 1.5-layer space frames with crossing units Reviewed

Pei-Shan CHEN

IASS Annual Symposium 2017(Hamburg) 2017.09

On the Configuration of 1.5-Layer Space Frames Reviewed

Pei-Shan CHEN

Proceedings of the IASS Annual Symposium 2016 2016.09

REASERCHES ON THE CONFIGURATION SYSTEM OF THE 1.5-LYER SPACE FRAMES Reviewed

Pei-Shan CHEN

Journal of Structural Engineering Vol.62B 93 - 98 2016.03

Basic Research on the Development of Light Weight Concrete Mixed With Hollow Spheres Reviewed

Pei-Shan Chen(Youichi Tsukinaga)

Journal of the Society of Materials Science, Japan Vol. 64 (2015) No. 9 p. 711-717 64 ( 9 ) 711 - 717 2015.09

Basic study on the mechanics characteristics of the cylindrical 1.5-layer space frame with Crossing and Lap units

OCHIISHI Ken, CHEN Pei-Shan

( Architectural Institute of Japan ) ( 54 ) 305 - 308 2015.03

Study on 1.5-Layer Space Frames

LIU Rui-Feng, CHEN Pei-Shan

( Architectural Institute of Japan ) ( 54 ) 317 - 320 2015.03

Basic study on the joint of 1.5-layer space frames

HIRAKIDA Shunsuke, CHEN Pei-Shan

( Architectural Institute of Japan ) ( 54 ) 313 - 316 2015.03

Study on Fundamental of a Plane 1.5-Layer Space Frames

GUO Wei, CHEN Pen-shan

( Architectural Institute of Japan ) ( 54 ) 309 - 312 2015.03

A BASIC STUDY ON THE GEOMETRICAL CONFIGURATION AND DESIGN VERSATILITY OF 1.5-LYER SPACE FRAMES Reviewed

Pei-Shan Chen

Journal of Structural Engineering, Vol.60 B, pp153-158 2014.03

Innovation of 1.5-Layer Space Frames Reviewed

Pei-Shan Chen

Architecture Research 2014.03

Optimization for Maximum Nonlinear Buckling Load and Topics on Imperfection of Latticed Shells Reviewed

Pei-Shan Chen

Journal of Civil Engineering and Architecture, Vol.8, No.2(Serial No.75), pp143-150 2014.02

Topics on Optimization for Maximum Nonlinear Buckling Load of Latticed Shells

CHEN Pei-Shan

NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan ( National Committee for IUTAM ) 63 ( 0 ) 2014.01

Authorship：Corresponding author Language：Japanese Publishing type：Research paper (international conference proceedings)

The present paper proposes a shape optimization method for maximum buckling load of a latticed shell, and demonstrates qualitatively that an optimum latticed shell with maximum buckling load, unlike an optimum continuum shell, may not be sensitive to its geometrical imperfection.

DOI： 10.11345/japannctam.63.0_93

CiNii Article

Other Link： https://ci.nii.ac.jp/naid/130005478090

A Study on a Wooden Bridge Hongqiao in Qingming-Shanghe-Tu

Pei-Shan Chen

Theoretial Material on Chian, No.52-1, Version 2010 2012.06

Shed Light on the geometrical configuration and structural principle of an ancient wooden bridge in Qingming Shanghe Tu Reviewed

Pei-Shan Chen

Journal of Civil Engineering and Architecture, Vol.6, No.6, pp.665-672 2012.06

A Report on the Innovation of Reciprocal Panel System Reviewed

Pei-Shan Chen

IASS Annual Symposium: IASS-APCS 2012 2012.05

Introduction to 1.5-Layer Space Frames Invited Reviewed

Pei-Shan Chen

IASS Annual Symposium: IASS-APCS 2012 2012.05

State-of-the-Art for Optimization of Forms and Strength for Reticulated Shells Invited Reviewed

Yamamoto(Pei-Shan Chen,etc.)

IASS Annual Symposium: IASS-APCS 2012 2012.05

A Basic Study on the Reciprocal Panel System Reviewed

Kudo(Nishino,Chen Pei-shan)

The bulletin of Hachinohe Institute of Technology, No.31, pp29-36, 2012-03-31 2012.03

A Study on Stability and Free From Design of 1.5-Layer Space Frames Reviewed

Kodajima(Mizushima, Chen Pei-shan)

The bulletin of Hachinohe Institute of Technology 31, 19-27, 2012-03-31 2012.03

A Report on the Innovation of 1.5-Layer Space Frames Reviewed

Pei-Shan Chen

IABSE-IASS 2011,Taller, Longer, Lighter (London) 2011.09

Shape optimisation for a tensegrity system Reviewed

Pei-Shan Chen

2010 Symposium of the International Association for Shell and Spatial Structures-Spatial Structures-emporary and Permanent 2010.11

A study on the geometrical configuration of an ancient wooden bridge in Qingming Shanghe Tu Reviewed

Pei-Shan Chen

2010 Symposium of the International Association for Shell and Spatial Structures-Spatial Structures- Temporary and Permanent 2010.11

A Study on a Wooden Bridge HONGQIAO in The Ancient Painting QINGMING-SHANGHE-TU Reviewed

Kawamura(Pei-Shan Chen)

The bulletin of Hachinohe Institute of Technology, No.29, pp53-61, 2010-03-31 2010.03

Overall stiffness evaluation and shape optimisation of a tensegric structure Invited Reviewed

Pei-Shan Chen

Int. J. Structural Engineering, Vol. 1, Nos. 3/4, 2010, pp241-254 1 ( 3-4 ) 241 - 254 2010.01

OVERALL STIFFNESS EVALUATION AND SHAPE OPTIMIZATION OF A TENSILE STRUCTURE Reviewed

Pei-Shan Chen

The 9th Asian Pacific Conference on Shell and Spatial Structures (APCS2009, Nagoya) 2009.05

ANALYSIS ON OVERALL STIFFNESS EVALUATION AND SHAPE OPTIMIZATION BY MINIMUM DISPLACEMTN METHOD FOR A TENSILE STRUCTURE Reviewed

Pei-Shan Chen

Journal of structural engineering. Vol.54B, pp267-273, 2008-03-25 2008.03

A STUDY ON THE STRUCTURAL PRINCIPLE OF AN ANCIENT CHINESE WOODEN BRIDGE HONGQIAO Reviewed

Pei-Shan Chen(Ogawa,etc)

Journal of structural engineering. Vol.54B, pp259-265, 2008-03-25 2008.03

A study report on an ancient Chinese wooden bridge Hongqiao Reviewed

Pei-Shan Chen

Str. Eng. International (SEI), pp84-87 18 ( 1 ) 84 - 87 2008.02

Configuration and Structural Principle of an Ancient Chinese Wood Bridge Hongqiao Reviewed

Pei-Shan Chen

Structural Architecture-Toward the future looking to the past, IASS2007 2007.12

Assessment Frost of Resistance of Concrete Exposed to Deicing Salts by Using Different Freeze Thaw Test Methods Reviewed

Gondai Yoshinori(Chen etc)

The bulletin of Hachinohe Institute of Technology, No.26, pp51-60, 2007-03-31 2007.03

Optimization for Maximum Buckling Load of a Lattice Space Frame with Nonlinear Sensitivity Analysis Reviewed

Pei-Shan Chen(M.Kawaguchi)

International Journal of Space Structures Volume 21 No.2 2006, pp111-118 21 ( 2 ) 111 - 118 2006.01

Maximum Buckling Load of Lattice Space Frames and Topics on Imperfection Sensitivity Reviewed

Pei-Shan Chen(Mamoru Kawaguchi)

IASS-APCS 2006 Beijing 2006.01

Optimum Shape of a Cable Dome Structure Reviewed International journal

M.Kawaguchi(I.Tatemichiand,PeiShan Chen)

Engineering Structures No. 8 Vol. 21 pp.719-726 . 21 ( 8 ) 719 - 725 1999.08

Development and Full Scale Mechanical Test of Suspen-Dome System Reviewed

Hatato(Fujiwara, Peishan Chen,etc)

Third Chian-Japan Symposium on Architectural Structures 1997.01

SHAPE OF A SPACE FRAME WITH MAXIMUM BUCKLING LOAD Reviewed

PeiShan Chen(Mamoru Kawaguchi)

Journal of structural and construction engineering No.489, 41-46, 1996-11-30 1996.11

MULTICRITERIA OPTIMIZATION FOR MAXIMUM RIGIDITY AND MINIMUM VOLUME OF TENSION STRUCTURES Reviewed

PeiShan Chen(Mamoru Kawaguchi)

Journal of structural and construction engineering No.48, pp55-61, 1996-03-30 1996.03

MINIMUM-DEFORMATION-SHAPE OF TENSION STRUCTURES Reviewed

PeiShan Chen(Mamoru Kawaguchi)

Journal of structural and construction engineering, No.468, pp101-108, 1995-02-28 1995.02

SHAPES OF MAXIMUM RIGIDITY FOR TENSION STRUCTURES Reviewed

PeiShan Chen(Mamoru Kawaguchi)

Journal of structural and construction engineering No.476, pp113-120, 1995-10-30 1995.01

An Application of Inverse Problem Techniques to Spatial Structures Reviewed

PeiShan Chen(Mamoru Kawaguchi,Masaru Abe)

Spatial/Lattice and Tension Structures (Atlanta Georgia) , pp.113-122 1994.04

Application of inverse problem techniques to spatial structures Reviewed

Chen P., Kawaguchi M., Abe M.

Proceedings of the IASS-ASCE International Symposium 1994 on Spatial, Lattice and Tension Structures 113 - 122 1994.01

Minimum Deformation Shape of Prestressed Bar Structures Reviewed

PeiShan Chen(Mamoru Kawaguchi)

Seiken-IASS Symposium on Nonlinear Analysis and Design for Shell and Spatial Structures,Tokyo 1993.10

Shape of Tensegrity Frames With an Optimum Rigidity Reviewed

PeiShan Chen(Masaru Abe,Mamoru Kawaguchi)

Space Structures 4, The 4th International Conference on Space Structures, Surrey University,UK 1993.09

The Application of the Inverse Problem to Tensegrity Frames

Pei-Shan Chen

The bulletin of Hosei University, No.30, pp399-401 1993.03

Joint Matrix Method for Structural Analysis Reviewed

PeiShan Chen

Journal of the Henan Academy of Sciences (China) No. 4 1984.01

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Papers - Chen Pei-shan