1 |
GB 50011. (2010). Code for seismic design of buildings. Ministry of Housing and Urban-Rural Development of the People's Republic of China, Beijing, China. (in chinese).
|
2 |
IS 1893-1. (2002). Criteria for earthquake resistant design of structures, part 1: general provisions and buildings. Bureau of Indian Standards, New Delhi, India.
|
3 |
Kim, S. J., and Elnashai, A. S. (2009). Characterization of shaking intensity distribution and seismic assessment of RC buildings for the Kashmir (Pakistan) earthquake of October 2005. Engineering Structures, 31: 2998-3015.
DOI
|
4 |
Lew, M., Naeim, F., Carpenter, L. D., Youssef, N. F., Rojas, F., Saragoni, G. R., Adaros, M. S. (2010). The significance of the 27 February 2010 Offshore Maule, Chile earthquake. The Structural Design of Tall and Special Buildings, 19: 826-837.
DOI
|
5 |
ASCE 7. (2010). Minimum design loads for buildings and other structures. American Society of Civil Engineers, Reston.
|
6 |
Cui, J. D., and Shen, X. L. (2017). Perform-3D theory and tutorials. China Architecture & Building Press, Beijing, China. (in chinese).
|
7 |
DGJ08-9. (2013). Code for seismic design of buildings. Committee for Urban-Rural Construction and Transportation, Shanghai, China. (in chinese).
|
8 |
Eurocode 8. (2004). Design of structures for earthquake resistance, part1: general rules, seismic actions and rules for building. European Committee for Standardization, Brussels, Belgium.
|
9 |
FEMA 356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington, DC.
|
10 |
GB 50010. (2010). Code for design of concrete structures. Ministry of Housing and Urban-Rural Development of the People's Republic of China, Beijing, China. (in chinese).
|