Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure

GE Yuanhui; LI Yanchang; HAN Liangjun; LI Jun; LIANG Jiadong; WANG Rongqi; ZHA Xiaoxiong

doi:10.13204/j.gyjzG21121407

Volume 52 Issue 5

Jul. 2022

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(5): 60-69,193

GE Yuanhui, LI Yanchang, HAN Liangjun, LI Jun, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 60-69,193. doi: 10.13204/j.gyjzG21121407

Citation:

GE Yuanhui, LI Yanchang, HAN Liangjun, LI Jun, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 60-69,193. doi: 10.13204/j.gyjzG21121407

Citation:

GE Yuanhui, LI Yanchang, HAN Liangjun, LI Jun, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 60-69,193. doi: 10.13204/j.gyjzG21121407

PDF( 5744 KB)

Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure

doi: 10.13204/j.gyjzG21121407

1. China Railway Construction Group South Engineering Co., Ltd., Shenzhen 511400, China;
2. Shenzhen Special Economic Zone Construction Engineering Group Co., Ltd., Shenzhen 518034, China;
3. School of Civil Environment Engineering, Harbin Institute of Technology(Shenzhen), Shenzhen 518055, China

Received Date: 2021-12-14
Available Online: 2022-07-23
Publish Date: 2022-07-23

Abstract

Abstract

A design method was proposed for the new dry-connection fabricated joints was proposed. This method was based on the traditional self-centering joint design method, combined with the bolted connection design method for joint design. The self-centering ratio was introduced in the joint design, and the iterative method was used to caculate the bearing capacity of the joints, and a design method combining the assembled structure and the self-centering structure was formed. The accuracy of the design results was verified by ABAQUS finite element simulation. The finite element simulation results were basically consistent with the theoretical calculation results, and the error was within 5%.
- prefabricated concrete structure,
- self-resetting structure,
- bolted,
- structure design

FullText(HTML)

References(7)

References

[1]	吕西林,陈云,毛苑君.结构抗震设计的新概念:可恢复功能结构[J].同济大学学报(自然科学版), 2011, 35(1):23-30.
[2]	周颖,吕西林.摇摆结构及自复位结构研究综述[J].建筑结构学报, 2011, 32(9):15-25.
[3]	PRIESTLEY M. Overview of PRESSS research program[J]. PCI Journal, 1991, 36(4):50-57.
[4]	MOLE A. Seismic response of hybrid connections in precast concrete frames[D]. Washington:University of Washington, 1994.
[5]	MARRIOTT D, PAMPANIN S. Introduction to PRESSS Technology[M]. Wellington:New Zealand Concrete Society, 2010.
[6]	MARRIOTT D, PAMPANIN S. PRESSS technology:design example[M]. Wellington:New Zealand Concrete Society, 2010.
[7]	PAMPANIN S, PRIESTLEY M N, SRITHARAN S. Analytical modeling of the seismic behavior of precast concrete frames designed with ductile connections[J]. Journal of Earthquake Engineering, 2001, 5(3):329-367.