Theoretical Analysis and Finite Element Study on Seismic Performance of New Type Prefabricated Self-Centering Frame Structures with Dry-Connection

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

doi:10.13204/j.gyjzG22040211

Volume 53 Issue 2

Feb. 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(2): 99-108,57

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

Citation:

HAN Liangjun, LI Jun, GE Yuanhui, LI Yanchang, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Theoretical Analysis and Finite Element Study on Seismic Performance of New Type Prefabricated Self-Centering Frame Structures with Dry-Connection[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 99-108,57. doi: 10.13204/j.gyjzG22040211

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

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Theoretical Analysis and Finite Element Study on Seismic Performance of New Type Prefabricated Self-Centering Frame Structures with Dry-Connection

doi: 10.13204/j.gyjzG22040211

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

Received Date: 2022-04-02
Available Online: 2023-05-25
Publish Date: 2023-02-20

Abstract

Abstract

The "three levels and two stages" seismic design method currently adopted in China allows structures to undergo plastic deformation under the action of earthquake. However, due to the complexity and uncertainty of earthquakes, structures and components have large residual deformation, which makes it difficult or impossible to repair after the earthquake. Therefore, the displacement-based seismic design method was adopted to calculate the earthquake force and design the self-centering frame, and the dynamic elastic-plastic time-history analysis of the structure was carried out. The results showed that when the self-centering frame joint design was completed, the self-centering ratio and the base shear V_Base of the whole structure were recalculated, which was less than 1% from the design base shear force, indicating that the design method had a good fit; according to the results of dynamic time-history analysis, it could be seen that the overall seismic performance of the structure was good, and there was no collapse damage, which could meet the seismic fortification requirements under rarely occurred earthquakes, and the seismic performance of the structure was better than that of cast-in-place joints.
- prefabricated concrete structure,
- self-centering frame structure,
- direct displacement-based design,
- seismic performance analysis

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References(10)

References

[1]	中华人民共和国住房和城乡建设部. 建筑抗震设计规范:GB 50011-2010[S]. 北京:中国建筑工业出版社,2016.
[2]	PRIESTLEY M J N. Direct displacement-based design of precast/prestressed concrete buildings[J].PCI Journal,2002,47(6):66-79.
[3]	PRIESTLEY M J N, CALVI G M, KOWALSKY M J. Displacement-based seismic design of structures[M].Pavia:IUSS Press, 2007.
[4]	葛元辉,李延昌,等. 装配式结构和自复位结构结合技术的设计方法Ⅱ:设计方法[J]. 工业建筑,2022,52(5):60-69 ,193.
[5]	ECS.Design of structures for earthquake resistance:CEN/TC 250[S].Brussels:European Committee for Standardisation, 2004.
[6]	MARRIOTT D, PAMPANIN S.PRESSS technology:design example[M]. Wellington:New Zealand Concrete Society, 2010.
[7]	中华人民共和国建设部. 预应力混凝土钢绞线:GB/T 5224-2003[S].北京:中国建筑工业出版社,2003.
[8]	中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2015.
[9]	WANG Z B, TAO Z, HAN L H, et al.Strength, stiffness and ductility of concrete-filled steel columns under axial compression[J]. Engineering Structures, 2017,135(15):209-221.
[10]	KURAMA Y C. Seismic design of unbonded post-tensioned precast concrete walls with supplemental viscous damping[J]. ACI Structural Journal, 2000, 97(4):648-658.

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