Research Progress of Long Span Steel Structures
DOI:
https://doi.org/10.54097/zntta794Keywords:
Large Span Studio Structure; Seismic Performance; Vertex Sideshift; Mid Span Vertical Deflection.Abstract
The structure of the studio has the characteristics of large span, large clearance height and large hanging load. Based on the mechanical advantages of steel structure, large-span steel structure has been widely used in this kind of building. Due to the geometric characteristics of the structure and the distribution characteristics of roof load, the influence of horizontal seismic action and vertical seismic action on the mechanical properties of the structure is difficult to ignore. In this paper, the seismic performance of large-span studio steel structure is deeply studied based on the actual engineering.
Downloads
References
Daniel R, Alberto S. Response of Large Span Steel Frames Subjected to Horizontal and Vertieal Seismic Motions[C]. 13th World Conference on Earthquake Engineering, 2004, Paper No. 1404.
Chopra A K. Estimating seismic demands for performance-based engineering of steel buildings[C]. (Proceedings of the 13th World Conference on Earthquake Engineering). Mira Digital Publishing, Canada, 2004, Paper No. 5007.
Goel, Rakesh K. Seismic behaviour of asymmetric buildings with supplemental damping[J]. Earthquake Engineering & Structural Dynamics, 2000, 29(4): 461-480.
Shama A A, Mander J B, Chen S S, et al. Ambient vibration and seismic evaluation of a cantilever truss bridge[J]. Engineering Structures, 2001, 23(10): 1281-1292.
Kim S E, Lee D H, Ngo-Huu C. Shaking table tests of a two-story unbraced steel frame[J]. Journal of Constructional Steel Research, 2007, 63(3): 412-421.
Moehle J P. Seismic Response of Vertically Irregular Structures[J]. Journal of Structural Engineering, 1984, 110(9): 2002-2014.
Bozornia Y, Niazi M. Distance scaling of vertical and horizontal response spectra of the Loma Prieta Earthquake[J]. Earthquake Engineering & Structural Dynamics, 2010, 22(8): 695-707.
Bozornia Y, Campbell K W. The vertical-to-horizontal response spectral ration and tentative procedures for developing simplified V/H and vertical design spectra [J]. Journal of Earthquake Engineering, 2012, 8(2): 175-207.
Ishikawa K, Kato S. Earthquake resistant capacity and collapse mechanism of dynamic buckling analysis on double layer lattices domes under vertical motions[C]. Proceedings of the Seiken-IASS Symposium. 1993; 10: 569-576.
Ishikawa K, Kato S. Dynamic buckling behaviour of single and double domes lattices due to vertical earthquake motions[C]. Proceedings of the Fourth International Conference of Space Structures. 1993; 1: 466-475.
Ishikawa K, Kato S. Elastic-plastic dynamic buckling analysis of reticular domes subjected to earthquake motion[J]. International Journal of Space Structures, 1997, 12(3-4): 205-215.
Charney F A, McNamare R J. Comparison of methods for computing equivalent viscous damping ratios of structures with added viscous damping[J]. Journal of Structure Engineering, 2008, Vol. 134(1), 32-44.
Hwang J S, Huang Y N, Yi S L, et al. Design formulations for supplemental viscous dampers to building structures[J]. Journal of structural engineering, 2008, 134(1): 22-31.
Paola M D, Mendola L L. Navarra G. Stochastic seismic analysis of structures with nonlinear viscous dampers[J]. Journal of Structural Engineering, 2007, 133(10): 1475-1478.
Aslani H. Probabilistic earthquake loss estimation and loss disaggregation in buildings[M]. Stanford University, 2005.
Whitman R V, Reed J W, Hong S T. Earthquake damage probability matrices[C]. Proceeding of the Fifth World Conference on Earthquake engineering, International Association for Earthquake Engineering, Rome, Italy, 1997.
Kennedy D J L, Albert C, MacCrimmon R A. Inelastic incremental analysis of an industrial Pratt truss[J]. Engineering structures, 2000, 22(2): 146-154.
xuesuduo, Liu Yi, lixiongyan, etc Research status and Prospect of large-span spatial structure cooperative work [j] Industrial building, 2015, 45 (01):1-9+22.
Yin Yue, Huang Xin Research on seismic design of long-span spatial structures based on mode decomposition response spectrum method [j] Journal of Shenyang University of technology, 2007, 26 (3): 87-90.
Huang Xin Research on seismic design method of large span spatial structure [d] Tianjin: Tianjin University, 2007.
Petrov A A. Seismic response of extended systems to multiple support excitation[C]. The 11thworld conference on earthquake engineering, 1996.
Butter T A, Baker W E, Babcock C D. Structural Dynamics Impact and V*ibration [J]. Bulltion, 1986, 55(4): 157-165.
Huang Xinxin New technology for steel structure engineering of Guangzhou New Baiyun International Airport Terminal [j] Guangzhou architecture, 2004 (4):29-31.
Zhou Guangen, Chen Xiang, wangyongmei Key construction technology of large cantilever steel truss of Nanchang International Sports Center Stadium [c] National steel structure engineering technology exchange meeting two thousand and ten.
Shou Jianjun, Wang Jingquan, Shou DINGHE Steel structure design of Hengyang gymnasium [j] Engineering construction and design, 2015 (04):33-35.
Ruan Xiangju, yuanliming, Li Ting, etc Structural design of steel roof of Terminal T3 of Wuhan Tianhe International Airport [j] Building structure, 2020, 50 (08):15-21.
Mi Jinxing, Zhang honggai Structural design of steel roof of Lu'an Sports Center Stadium [j] Jiangsu architecture, 2021 (03):48-51.
luoyongfeng, xuchunli, chenchunhui Stability and seismic performance analysis of steel roof structure of Qingdao Grand Theater [j] Structural engineer, 2007, 23 (4):24-29.
Chen Meng, luoyongfeng, shenzuyan, et al Analysis of rare earthquake response of long-span spatial steel structure [j] Structural engineer, 2006, 21 (4):39-43.
yangfugang, sunjianmei Study on dynamic characteristics of long-span spatial latticed shell structure [j] Steel structure, 2010,25 (02):13-18.
wangfangli Seismic performance analysis of a 290m span steel tube arch structure [d] Xi'an: Xi'an University of architecture and technology, 2013.
Yu Jinghai, Li Luchuan, Jia Li, et al Elastoplastic time history analysis of long-span cantilevered steel truss structure [j] Building structure, 2013, 43 (S1):403-405.
Li Lu. Dynamic performance and seismic response analysis of long-span steel tube truss roof [d] Taiyuan: Taiyuan University of technology, 2014.
sun Changqing Seismic analysis of steel structure roof of Qingdao north passenger station [d] Qingdao: Ocean University of China, 2014.
Tang Lichun, Shu Xingping Elastoplastic time history analysis of large span steel truss structure [j] Structural engineer, 2016, 32 (02):118-125.
zhangchuancheng Seismic response analysis and shock absorption research of irregular steel structures with floor openings [d] Hefei: Anhui Jianzhu University, 2016.
Shi Xuyang Elastoplastic time history analysis of CRRC technology and Culture Exhibition Center [d] Changsha: Hunan University, 2017.
Niu Xiaolin Seismic performance analysis of large-span steel truss roof structure [d] Xi'an: Chang'an University, 2019.
Wang Ying Seismic performance analysis of a large-span steel structure science and Technology Museum [d] Xi'an: Xi'an University of architecture and technology, 2020.
Downloads
Published
Issue
Section
License
Copyright (c) 2024 Academic Journal of Science and Technology
This work is licensed under a Creative Commons Attribution 4.0 International License.
How to Cite
