Open Access
| Issue |
E3S Web Conf.
Volume 38, 2018
2018 4th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)
|
|
|---|---|---|
| Article Number | 03012 | |
| Number of page(s) | 4 | |
| Section | Water Conservancy and Civil Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/20183803012 | |
| Published online | 04 June 2018 | |
- IS02631-2(1989). Evaluation of human exposure to whole-body vibration-Part 2: Continuous and shock-induced vibration in buildings(1 to 80Hz)[S]. In: IS02631/2-1989. [Google Scholar]
- Zhou X, Cao L, Chen Y F, et al. Experimental and analytical studies on the vibration serviceability of pre-stressed cable RC truss floor systems[J]. Journal of Sound and Vibration, 2016, 361:130-147. [CrossRef] [Google Scholar]
- ISO10137, Bases for design of structure-serviceability of buildings and walkways against vibrations[S]. Geneva: International Organization for Standardization, 2007. [Google Scholar]
- Brownjohn J M W, Xia P Q. Dynamic Assessment of Curved Cable-Stayed Bridge by Model Updating[J]. Journal of Structural Engineering, 2000, 126(2): 252-260. [CrossRef] [Google Scholar]
- Racic V, Pavic A, Brownjohn J M W. Experimental identification and analytical modeling of human walking forces: Literature review[J]. Journal of Sound and Vibration, 2009, 326(1-2):1-49 [CrossRef] [Google Scholar]
- Reynolds P, Pavic A. Effects of false floors on vibration serviceability of building floors. I: Modal properties[J]. Journal of Performance of Constructed Facilities, 2003, 17(17): 75-86. [CrossRef] [Google Scholar]
- MA Bo-tao, YANG Guo-li, PANG Yu-tao, et al. Study on comfort analysis of sport field structure with large-span and cantilevered steel floor [J]. Journal of Building Structures, 2012, 33(4): 95-103. [Google Scholar]
- XIE Wei-ping, MA Zhao-xia, HE Wei. Study on the relation of natural frequency and vibration serviceability of large-span floor structure under crowd load [J]. Journal of Wuhan University of Technology, 2012(04):96-101. [Google Scholar]
- XIE Wei-ping, ZHAO Na, HE Wei, et al. Analysis on vibration serviceability of over-track buildings [J]. China Civil Engineering Journal, 2013(06):90-96. [Google Scholar]
- LIU Zhi-guo. Analysis and Study on the comfort of long-span flat slab with opening vibration excitation load [D]. Xian University of Architecture and Technology, 2013. [Google Scholar]
- HE Wei, XIE Wei-ping. Study on sophisticated calculation model of large-span railway station structures based on vibration serviceability evaluation [J]. China Civil Engineering Journal, 2014(01):13-23. [Google Scholar]
- Varela W D, Battista R C. Control of vibrations induced by people walking on large span composite floor decks[J]. Engineering Structures, 2011, 33(9): 2485-2494. [CrossRef] [Google Scholar]
- CHEN Jun, WANG Lei, LOU Jia-yue, et al. Acceleration response spectrum for predicting floor vibration due to single human bounce load [J]. Journal of vibration and shock, 2015(05):14-19. [Google Scholar]
- YANG Qi-zhu, MA Ke-jian, HU Lan, et al. Experimental study on load-carrying behavior of long-span assembled monolithic steel-concrete composite open-web plate [J]. Journal of Building Structures, 2013(10):32-40. [Google Scholar]
- XU Ruo-tian, CHEN Jun, LIU Wei. Optimal design of multiple tuned mass dampers applied in reducing floor vibrationinduced by pedestrian’s walking loads [J]. Journal of vibration and shock, 2014(09):100-106. [Google Scholar]
- JIANG Lan, ZHAN Hua-gang, YUAN Bo, et al. Research on vibration response of long-span reinforced concrete open-web sandwich plate structures under walking excitation [J]. Sichuan Building Science, 2012(01):9-13. [Google Scholar]
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