Faculty Profiles - Chen Pei-shan

Papers - Chen Pei-shan

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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

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Papers - Chen Pei-shan