|Table of Contents|

[1] Li Xiaodong, Ma Guangtian, Yan Yinji,. Analysis on seismic performanceof a new type of joint in steel structures [J]. Journal of Southeast University (English Edition), 2021, 37 (3): 290-298. [doi:10.3969/j.issn.1003-7985.2021.03.009]
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Analysis on seismic performanceof a new type of joint in steel structures()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
37
Issue:
2021 3
Page:
290-298
Research Field:
Civil Engineering
Publishing date:
2021-09-20

Info

Title:
Analysis on seismic performanceof a new type of joint in steel structures
Author(s):
Li Xiaodong;  Ma Guangtian;  Yan Yinji
School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
Keywords:
steel structure;  energy-dissipating members;  weakened joint;  seismic performance;  cyclic loading tests
PACS:
TU391
DOI:
10.3969/j.issn.1003-7985.2021.03.009
Abstract:
-

References:

[1] Yu H R, Li W B, Cheng W J, et al. Experimental study on behaviors of steel frame beam-column connections with initial weld cracks[J]. Journal of Southeast University(Natural Science Edition), 2020, 50(3): 409-416. DOI:10.3969/j. issn. 1001-0505.2020.03.001. (in Chinese)
[2] Wang Y, Ma Q Q, Yang S S. Mechanical properties of beam-column connection joints using inner sleeve composite bolts in fabricated steel structure[J]. Journal of Tianjin University: Science and Technology, 2016, 49(S1): 73-79. DOI:10.11784/tdxbz. (in Chinese)
[3] Dong J L, Wang Y, Zhuang P, et al. Experimental study on seismic behaviors of steel frames with Haunch Reinforced Section Connections[J]. China Civil Engineering Journal, 2016, 49(1):69-79. DOI:10.15951/j.tmgcxb.2016.01.009. (in Chinese)
[4] Liu X C, Xu A X, Zhang A L, et al. Static and seismic experiment for welded joints in modularized prefabricated steel structure[J]. Journal of Constructional Steel Research, 2015, 112: 183-195. DOI: 10.1016/j.jcsr.2015.05.003.
[5] Liu X C, Yang Z W, Wang H X, et al. Seismic performance of H-section beam to HSS column connection in prefabricated structures[J]. Journal of Constructional Steel Research, 2017, 138: 1-16. DOI: 10.1016/j.jcsr.2017.06.029.
[6] Liu X C, Zhan X X, Pu S H, et al. Seismic performance study on slipping bolted truss-to-column connections in modularized prefabricated steel structures[J]. Engineering Structures, 2018, 163:241-254. DOI: 10.1016/j.en gstruct.2018.02.043.
[7] Bu Y D, Wang Y Q, Zhao Y P. Study of stainless steel bolted extended end-plate joints under seismic loading[J]. Thin Walled Structures, 2019, 144: 106255. DOI:10.1016/j.tws.2019.106255.
[8] Shi Q, Yan S L, Kong L L, et al. Seismic behavior of semi-rigid steel joints—Major axis T-stub and minor axis end-plate[J]. Journal of Constructional Steel Research, 2019, 159: 476-492. DOI: 10.1016/j.jcsr.2019.04.036.
[9] Yang S S, Wang Y, Ma Q Q. Experimental study on seismic behavior of prefabricated outer sleeve-overhang plate joint between column and beam[J]. China Civil Engineering Journal, 2017, 50(11):76-86. DOI:10.15951/j.tmgcxb.2017.11.008. (in Chinese)
[10] Zhang A L, Wang Q, Jiang Z Q, et al. Experimental study of earthquake-resilient prefabricated steel beam-column joints with different connection forms[J]. Engineering Structures, 2019, 187: 299-313. DOI: 10.1016/j.engstruct.2019.02.071.
[11] Wang Y Q, Qiao X L, Jia L G, et al. Experimental research on seismic behavior of stainless steel beam-column connections with different link modes[J]. Journal of Southeast University(Natural Science Edition), 2018, 48(2):316-322. DOI:10.3969/j. issn. 1001-0505.2018.02.020. (in Chinese)
[12] Li X D, Wang Q T, Ma G T. Mechanical properties of a novel plastic hinge seismic fuse based on frictional energy dissipation to avoid brittle failures in beam-to-column moment-resistant joints[J].Arabian Journal for Science and Engineering, 2020, 45(5): 3695-3706. DOI:10.1007/s13369-019-04214-w.
[13] Hamburge R O, Hooper J D, Sabol T, et al. Recommended seismic design criteria for new steel moment-frame buildings[EB/OL].(2000-01)[2020-09-30]. https://www.researchgate.net/publication/242586370_Recommended_Seismic_Design_Criteria_for_New_Steel_Moment-Frame_Buildings.

Memo

Memo:
Biography: Li Xiaodong(1973—), male, associate professor, xdli@lut.cn.
Foundation item: The National Natural Science Foundation of China(No. 51968043, 51978320).
Citation: Li Xiaodong, Ma Guangtian, Yan Yinji. Analysis on seismic performance of a new type of joint in steel structures[J].Journal of Southeast University(English Edition), 2021, 37(3):290-298.DOI:10.3969/j.issn.1003-7985.2021.03.009.
Last Update: 2021-09-20