@article{oai:nagasaki-u.repo.nii.ac.jp:00016428,
 author = {Cetinkaya, Osman Tunc and Nakamura, Shozo and Takahashi, Kazuo},
 issue = {9},
 journal = {Engineering Structures},
 month = {Sep},
 note = {We have previously proposed a static analysis-based method for estimating the maximum out-of-plane inelastic seismic response of upper-deck steel arch bridges. The method is developed on the basis of the numerical examinations of 6 upper-deck steel arch bridge models. It employs free vibration analysis, response spectrum method and equal energy assumption for the estimation of maximum out-of-plane response. Correction functions are proposed to modify the estimates by the equal energy assumption. In the current study, applicability of the same procedure to the estimation of maximum in-plane response is discussed. It is found that the method can be used also for the maximum in-plane response estimation by only modifying the pushover analysis procedure. The validity of the method is demonstrated for the same parametric models through further numerical evaluations., Engineering Structures, 31(9), pp.2209-2212; 2009},
 pages = {2209--2212},
 title = {Expansion of a static analysis-based out-of-plane maximum inelastic seismic response estimation method for steel arch bridges to in-plane response estimation},
 volume = {31},
 year = {2009}
}