1 |
Arup. (2013) The Feasibility Report of Beijing CBD Core Area Z15 Plot "China Zun" Project for Seismic Design Review on Code Exceeding Tall Buildings.
|
2 |
Liu, P., Yin, C., Cheng, Y., and et al. (2014) "Structural design and research of Beijing CBD Core Area Z15 Plot China Zun Tower", Building Structure, 44(24), 1-8.
|
3 |
Cheng, Y., Liu, P., Citerne, D., Liu, Y. B., Ma, C., and Yin, C. (2014) "Structural parametric design applied in Beijing CBD Core Area Z15 Plot China Zun Tower", Building Structure, 44(24), 9-14.
|
4 |
Liu, P., Yin, C., Lee, K., and et al. (2012) "Structural system design and study of Tianjin Goldin 117 Mega Tower", Building Structure, 42(3), 1-9.
|
5 |
ASCE (2007) "Seismic rehabilitation of existing buildings". ASCE/SEI 41-06.
|
6 |
Kwok, M., Gibbons, C., Tsui, J., Liu, P., Wang, Y., and Ho, G. (2005) "The Structural Design of Mega Tower, China World Trade Center Phase 3, Beijing China. Paper presented at: Tall Buildings - From Engineering to Sustainability", Proc. of 6th Inter. Conf. On Tall Buildings, Hong Kong, 396-402.
|
7 |
Xu, P. F. (2005) "Structural Design of Complex Tall Buildings", Beijing: China Architecture & Building Press.
|
8 |
Ministry of Housing and Urban-Rural Development of the People's Republic of China (2010) Technical review requirement on seismic design of code-exceeding tall building structures. Jianzhi [2010]-109. Available from: www. mohurd.gov.cn.
|