[1]
Ahmed I, Muqtadir A, Ahmad S. Design basis for stair slab supported at landing level, J. Struct. Eng. 121 (1995) 1051-1057.
DOI: 10.1061/(asce)0733-9445(1995)121:7(1051)
Google Scholar
[2]
Ahmed I, Muqtadir A, Ahmad S. Design provision for stair slab in the Bangladesh building code, J Struct Eng. 122 (1996) 262-266.
DOI: 10.1061/(asce)0733-9445(1996)122:3(262)
Google Scholar
[3]
Verderame GM, Polese M, Mariniello C, Manfredi G. A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings, Adv Eng Softw. 41 (2010) 323-335.
DOI: 10.1016/j.advengsoft.2009.06.011
Google Scholar
[4]
Mohammad Z, Talha SM, Baqi A. Seismic Performance of Stairs as Isolated and Built-in RC Frame Building, Advances in Structural Engineering. 10 (2015) 1001-1014.
DOI: 10.1007/978-81-322-2193-7_79
Google Scholar
[5]
Zhang PC, Yuan Q. The seismic design of staircase in frame structure, Adv Mater Res. 368 (2012) 865-868.
Google Scholar
[6]
Cosenza E, Verderame GM, Zambrano A. Seismic performance of stairs in the existing reinforced concrete building. 14th world conference on earthquake engineering, (2008).
Google Scholar
[7]
Zhu JJ, Wang CX, Lee Y. Analysis of Impacts of Staircase upon Seismic Responses of Structure, Appl Mech Mat 94 (2011) 469-475.
DOI: 10.4028/www.scientific.net/amm.94-96.469
Google Scholar
[8]
Cao ZW, Bian C, Xu CY. Analysis of the interaction between stair and frame under horizontal earthquake action based on ETABS. International Conference on Mechanics and Civil Engineering ICME-14, (2014).
DOI: 10.2991/icmce-14.2014.82
Google Scholar
[9]
Cheng YB, Wang K, Ren YQ. Earthquake damage and design requirement of stair in frame structure, Appl Mech Mat 438 (2013) 1461-1465.
DOI: 10.4028/www.scientific.net/amm.438-439.1461
Google Scholar
[10]
Ran Y, Kou WF, Xing GH. A study of the earthquake-resistance performance of frame structures with different types of stairs. Adv Mater Res 791 (2013) 510-513.
DOI: 10.4028/www.scientific.net/amr.791-793.510
Google Scholar
[11]
Wang X, Astroza R, Pantoli E, Hutchinson TC, Conte JP. Experimental evaluation of the seismic performance of egress systems in a full-scale five-story building, Congress on Recent Advances in Earthquake Engineering and Structural Dynamics, (2013).
DOI: 10.1002/eqe.2595
Google Scholar
[12]
Cheng Y, Du H, Zhang S, Xu L. Seismic Design of R. C stairs in masonry structure, Adv Mater Res 163 (2011) 4133-4137.
DOI: 10.4028/www.scientific.net/amr.163-167.4133
Google Scholar
[13]
Jiang H, Gao H, Wang B. Seismic damage analyses of staircases in RC frame structures. Adv Mater Res 446 (2012) 2326-2330.
DOI: 10.4028/www.scientific.net/amr.446-449.2326
Google Scholar
[14]
Wang Y. Lessons learned from the 5. 12, Wenchuan earthquake: evaluation of earthquake performance objectives and the importance of seismic conceptual design principles, Earthquake Eng Eng Vib 7(3) (2008) 255-262.
DOI: 10.1007/s11803-008-0886-8
Google Scholar
[15]
Mucciarelli M, Bianca M, Ditommaso R, Gallipoli MR, Masi A, Milkereit C, Vona M. Far field damage on RC buildings: the case study of Navelli during the L'Aquila (Italy) seismic sequence 2009. B Earthquake Eng 9(1) (2011) 263-283.
DOI: 10.1007/s10518-010-9201-y
Google Scholar
[16]
Bull D. Stair and access ramps between floors in multi-story buildings. Technical paper prepared for the Canterbury earthquakes. Royal Commission, (2011).
Google Scholar
[17]
Wang Y. Revision of seismic design codes corresponding to building damages in the 5. 12, Wenchuan earthquake. Earthquake Eng Eng Vib 9(2) (2010) 147-155.
DOI: 10.1007/s11803-010-0001-9
Google Scholar
[18]
Tegos IA, Panoskaltsis VP, Tegou SD. Analysis and design of staircases against seismic loadings. 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, (2013).
DOI: 10.7712/120113.4736.c1745
Google Scholar
[19]
Yingmin L, Liping L, Shuyan J, Jun H, Qixiang T. Review and verification of Chinese code for seismic design from damage of buildings during Wenchuan earthquake. The Asian-Pacific Network of Centers for Earthquake Engineering Research (ANCER) Conference, (2009).
Google Scholar
[20]
Higgins C. Prefabricated steel stair performance under combined seismic and gravity loads. J Struct Eng 135(2) (2009) 122-129.
DOI: 10.1061/(asce)0733-9445(2009)135:2(122)
Google Scholar
[21]
FEMA. Reducing the risks of nonstructural earthquake damage-A practical guide (FEMA E-74), (2011).
Google Scholar
[22]
Wang YB, Fu M. Frame Structure the Design of Stair Analysis, Adv Mater Res 663 (2013) 116-119.
Google Scholar
[23]
ACI. Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, (2008).
Google Scholar
[24]
SAP2000 V14. 2. 2, Integrated, finite element analysis and design of structures, CSI, (2010).
Google Scholar
[25]
IBC. International Building Code (IBC 2006). Country International Code Council, (2006).
Google Scholar
[26]
ASCE 7-10. Minimum Design Loads for Buildings and other Structures. American Society of Civil Engineers ASCE/SEI, (2011).
DOI: 10.1061/9780784412916.err
Google Scholar