Open Access
| Issue |
E3S Web Conf.
Volume 33, 2018
High-Rise Construction 2017 (HRC 2017)
|
|
|---|---|---|
| Article Number | 02001 | |
| Number of page(s) | 13 | |
| Section | 2 Engineering Systems and Building Materials | |
| DOI | https://doi.org/10.1051/e3sconf/20183302001 | |
| Published online | 06 March 2018 | |
- http://www.theguardian.com. (last accessed 04.04.2017) [Google Scholar]
- http://www.skyscrapercenter.com. (last accessed 08.04.2017) [Google Scholar]
- B. S. Taranath, Steel, concrete, and composite design of tall buildings (New York: McGraw-Hill, 1997) [Google Scholar]
- Thematic report: “Đề xuất lựa chọn hệ kết cấu BTCT chịu tải trọng ngang cho nhà siêu cao tầng ở Việt Nam (Solution for lateral resisting systems of reinforced concrete high-rise buildings in Vietnam)”. Division of Reinforced Concrete Buildings (National University of Civil Engineering (NUCE), Vietnam, 2015) [Google Scholar]
- M. M. Ali, K. S. Moon, Structural Developments in Tall Buildings: Current Trends and Future Prospects, Architectural Science Review, 50(3), 205-223 (2007) [CrossRef] [Google Scholar]
- J. Leonard, Investigation of Shear Lag Effect in High-rise Buildings with Diagrid System, Master’s thesis of Engineering, (Massachusetts Institute of Technology, 2007) [Google Scholar]
- M. H. M. Al-Sherrawi, G. A. Fadhil, Effect of stiffeners on shear lag in steel box girders, Al-Khwarizmi Engineering Journal, 8(2), 63-76 (2012) [Google Scholar]
- V. Kristek, Z. P. Bazant, Shear lag effect and uncertainty in concrete box girder creep, Journal of Structural Engineering, 113(3) (1987) [CrossRef] [Google Scholar]
- Y. Zhou, Analysis of the shear lag effect of cantilever box girder, Engineering Review, 34(3), 197-207 (2014) [Google Scholar]
- R. K. Sorensen, Evaluation of shear lag in standard H-/I-sections, (Aalborg University Esbjerg, 2013) [Google Scholar]
- B. S. Taranath, Structural analysis and design of tall buildings: Steel and composite construction (New York: McGraw-Hill, 1988) [Google Scholar]
- Y. Singh, A. K. Nagpal, Negative shear lag in framed-tube buildings, Journal of Structural Engineering, 120(11) (1994) [CrossRef] [Google Scholar]
- K.-K. Lee, H. Guan, and Y.-Ch. Loo, Simplified analysis of shear lag in framed tube structures with multiple internal tubes, Computational Mechanics, 26(5), 447-458 (2000) [CrossRef] [Google Scholar]
- H. A. Ghasemi, Optimal design of high-rise building bundled tube systems, Advances in Science and Technology Research Journal, 10(30) (2016) [Google Scholar]
- K. S. Moon, Dynamic relationship between technology and architecture in tall buildings, PhD thesis, (Massachusetts Institute of Technology, 2005) [Google Scholar]
- F. Nouri, P. Ashtari, Investigation of the shear lag phenomenon and structural behavior of framed tube and braced tube tall structures, Int. Conf. on Civil Engineering, Architecture & Urban Sustainable Development (Tabriz, Iran, 2013) [Google Scholar]
- Y. D. Nagvekar, M. P. Hampali, Analysis of shear lag effect in hollow structure, International Journal of Engineering Research & Technology (IJERT), 3(7) (2014) [Google Scholar]
- H. Gaur, R. K. Goliya, Mitigating shear lag in tall buildings, Int. Journal of Advanced Structural Engineering (IJASE), 7(3), 269-279 (2015) [CrossRef] [Google Scholar]
- J. C. D. Hoenderkamp, H. H. Snijder, Preliminary analysis of high-rise braced frames with façade riggers, Journal of Structural Engineerinf, 129(5) (2003) [Google Scholar]
- R. S. Nair, Belt trusses and basements as “virtual” outriggers for tall buildings, Engineering Journal, AISC, 35(4) (1998) [Google Scholar]
- Eurocode-8, Design of structures for earthquake resistance (2004) [Google Scholar]
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