A Method for Evaluating Maximum Response in Multi-storied Buildings Due to Bi-directional Ground Motion

Author:

Kote P. B.,Madhekar S. N.,Gupta I. D.

Publisher

Springer Nature Singapore

Reference13 articles.

1. Der Kiureghian AD (1981) A response spectrum method for random vibration analysis of MDOF systems. Earthq Eng Struct Dynam 9(1):419–436

2. Fernández-Dávila I, Cominetti S, Cruz E (2000) Considering the bi-directional effects and the seismic angle variations in building design. In: Proceedings of 12th world conference on earthquake engineering, New Zealand

3. Kote PB, Madhekar SN, Gupta ID (2019) Investigation of 30% rule for the combination of component response with the unidirectional principal response spectrum. In: Proceedings of the 4th Indian conference on applied mechanics. Indian Society for Applied Mechanics (ISAM), IISc Bangalore, India, pp 209–212

4. Menun C, Der Kiureghian A (1998) A replacement for the 30%, 40% and SRSS rules for multi-component seismic analysis. Earthq Spectra 14(1):153–156

5. Newmark NM (1975) Seismic design criteria for structures and facilities, Trans-Alaska pipeline system. In: Proceedings of the U.S. national conference on earthquake engineering. Earthquake Engineering Institute, California, pp 94–103

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