Investigation on the Influence of Ground Motion Duration on the Seismic Response of Self-Centering Prestressed Concrete Frames

SUN Xiaoyun; ZENG Bin; XU Qing; HUANG Linjie; WEI Yang; ZHOU Zhen; XIE Qin; ZHENG Kaiqi

doi:10.13204/j.gyjzG22083020

Volume 53 Issue 3

Mar. 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(3): 35-40

SUN Xiaoyun, ZENG Bin, XU Qing, HUANG Linjie, WEI Yang, ZHOU Zhen, XIE Qin, ZHENG Kaiqi. Investigation on the Influence of Ground Motion Duration on the Seismic Response of Self-Centering Prestressed Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 35-40. doi: 10.13204/j.gyjzG22083020

Citation:

SUN Xiaoyun, ZENG Bin, XU Qing, HUANG Linjie, WEI Yang, ZHOU Zhen, XIE Qin, ZHENG Kaiqi. Investigation on the Influence of Ground Motion Duration on the Seismic Response of Self-Centering Prestressed Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 35-40. doi: 10.13204/j.gyjzG22083020

Citation:

SUN Xiaoyun, ZENG Bin, XU Qing, HUANG Linjie, WEI Yang, ZHOU Zhen, XIE Qin, ZHENG Kaiqi. Investigation on the Influence of Ground Motion Duration on the Seismic Response of Self-Centering Prestressed Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 35-40. doi: 10.13204/j.gyjzG22083020

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Investigation on the Influence of Ground Motion Duration on the Seismic Response of Self-Centering Prestressed Concrete Frames

doi: 10.13204/j.gyjzG22083020

1. Nanjing Vocational Institute of Transport Technology, Nanjing 211188, China;
2. Central Research Institute of Building and Construction, MCC Group, Beijing 100088, China;
3. College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China;
4. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China;
5. School of Civil Engineering, Guizhou Institute of Technology, Guiyang 550003, China

Received Date: 2022-08-30
Available Online: 2023-06-12

Abstract

Abstract

To investigate the influence of ground motion duration on the seismic response of self-centering prestressed concrete (SCPC) frames characterized by semi-rigidity, a friction based SCPC frame located in the area with a seismic fortification intensity of eight degree is selected as the analytical case, and its numerical model has been built. Two sets of artificial ground motions with 20 s and 60 s duration, generated based on code response spectrum, were used as the excitation for structures. The nonlinear dynamic analyses were performed on the SCPC frame under moderate and major earthquakes through finite element model of OpenSees. Results show that the ground motion duration has minor influence on the seismic response of structures under moderate earthquakes and the structures can be used immediately. Under major earthquakes, the structure can achieve the performance objective of repairable under the earthquake with short duration, while long ground motion duration may lead to larger displacement and residual deformation of lower floors, and aggravate the damage of beam and column, the objective of repairable under major earthquake is not achieved easily.
- ground motion duration,
- self-centering prestressed concrete,
- friction,
- repairable performance

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References

[1]	PAMPANIN S, KAM W, HAVERLAND G, et al. Expectation meets reality: seismic performance of post-tensioned precast concrete southern Cross Endoscopy building during the 22nd Feb 2011 Christchurch Earthquake[C]//NZ Concrete Industry Conference. Rotorua: 2011.
[2]	郭海山. 新型预应力装配式框架体系(PPEFF体系)理论试验研究、建造指南与工程案例[M]. 北京: 中国建筑工业出版社, 2019.
[3]	蔡小宁,孟少平.半刚性对预应力自复位框架结构的抗震性能影响分析[J].工程抗震与加固改造,2015,37(1):16-21 ,39.
[4]	LYU X L, CUI Y, LIU J, et al. Shaking table test and numerical simulation of a 1/2-scale self-centering reinforced concrete frame[J]. Earthquake Engineering & Structural Dynamics, 2015,44(12):1899-1917.
[5]	MORGEN B G, KURAMA Y C. Seismic response evaluation of posttensioned precast concrete frames with friction dampers[J]. Journal of Structural Engineering, 2008, 134(1): 132-145.
[6]	SONG L L, GUO T, CAO Z L. Seismic response of self-centering prestressed concrete moment resisting frames with web friction devices[J]. Soil Dynamics & Earthquake Engineering, 2015, 71:151-162.
[7]	HUANG L J, CLAYTON P M, ZHOU Z. Seismic design and performance of self-centering precast concrete frames with variable friction dampers[J]. Engineering Structures, 2021, 245: 1-17.
[8]	PRIESFLEY M,TAO J.Seismic response of precast prestressed concrete frames with partially debonded tendons[J]. PCI Journal,1993,38(1):58-67.
[9]	韩建平,孙小云,周颖.基于规范谱拟合的人工地震动持时对RC框架结构抗倒塌能力影响[J].建筑结构学报,2016,37(7):121-126.
[10]	HUANG L J, ZHOU Z, PENG Z, et al. Experimental investigation of a self-centering precast concrete beam-to-column connection with top and bottom friction energy dissipaters[J]. Structural Design of Tall and Special Buildings, 2020, 29(4): 1-17.
[11]	SONG L L, GUO T, CHEN C. Experimental and numerical study of a self-centering prestressed concrete moment resisting frame connection with bolted web friction devices[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(4):529-545.
[12]	WOLSKI M, RICLES J M, SAUSE R. Experimental study of a self-centering beam-column connection with bottom flange friction device[J]. Journal of Structural Engineering, 2009, 135(5): 479-488.
[13]	BRADLEY B A. Correlation of significant duration with amplitude and cumulative intensity measures and its use in ground motion selection [J]. Journal of Earthquake Engineering, 2011, 15(6): 809-832.
[14]	廖宇飚, 黄小坤. 高层建筑结构侧向刚度变化及其控制方法研究(Ⅰ)[J]. 工程抗震与加固改造, 2005, 27(5): 20-25.
[15]	FEMA. Seismic performance assessment of buildings: volume 1-methodology:FEMA P-58[R]. Washington D C: Federal Emergency Management Agency, 2012.

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