Nonlinear dynamic analysis of a shallow arch coupled with a cantilever beam (resting on Winkler foundation) is investigated by direct perturbation method. Two key parameters, (beam over arch) density ratio and height of beam, recharacterize coupling intensity between arch and beam. Nonlinear dynamic responses of arch-beam coupled model are predicted by asymptotic analysis, which include hardening and softening cases. After numerical verification of arch-beam coupled model, the uncoupled model (i.e., skipping beam-arch coupling) is also investigated for comparison. Besides, two more related but degenerately coupled models, e.g., arch-oscillator coupled model [1] and arch-rigid body coupled model [2] are both compared with the current arch-beam coupled model, revealing one key coupling characteristic of elastic support/foundation, which is however overlooked in previous models, e.g., only partial mass is involved with dynamic coupling.
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