Evaluation of Seismic Performance Factors for High-rise Steel Structures with Diagrid System
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1546-4.pdf
Reference15 articles.
1. Asadi, E. and Adeli, H. (2018). “Seismic performance factors for low-to mid-rise steel diagrid structural systems.” Structural Design of Tall and Special Buildings, Vol. 27, No. 15, p. 1505, DOI: https://doi.org/10.1002/tal.1505 .
2. FEMA P695 (2009). Quantification of building seismic performance factors, FEMA P695, Federal Emergency Management Agency, Washington, D.C., USA.
3. Hsiao, P. C., Lehman, D. E., and Roeder, C. W. (2013). “Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames.” Earthquake Engineering & Structural Dynamics, Vol. 42, No. 10, pp. 1547–1564, DOI: https://doi.org/10.1002/eqe.2286 .
4. Jani, K. and Patel, P. V. (2013). “Analysis and design of diagrid structural system for high rise steel buildings.” Procedia Engineering, Vol. 51, pp. 92–100, DOI: https://doi.org/10.1016/j.proeng.2013.01.015 .
5. Jeong, I., Ju, Y. K., and Kim, S. D. (2012). “Experimental and analytical investigation of web-transferred diagrid node under seismic condition.” Council on Tall Buildings and Urban Habitat, Vol. 1, No. 1, pp. 29–36, DOI: https://doi.org/10.21022/IJHRB.2012.1.1.029 .
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