请用science杂志的语言风格帮我润色以下段落：Notably the majority of studies have assumed an elastic foundation with Winkle and Pasternak foundations being the most popular2-7 Coşkun studied the response of a beam on the

Notably, the majority of studies in this field have assumed an elastic foundation, with Winkle and Pasternak foundations being the most widely used [2-7]. Coşkun conducted an investigation into the response of a beam on a tensionless Pasternak foundation, subjected to a concentrated harmonic load, and provided numerical evidence to support the notion that the stiffness and frequency of the foundation have a significant impact on the lifting area and displacement of the beam [8]. Kim et al. employed a Fourier transform method to explore the steady-state and dynamic response of Euler-Bernoulli beam and Rayleigh beam-columns under a moving load [9-12]. Malekzadeh et al. proposed a differential quadrature element method (DQEM) based on the first-order shear deformation theory, which can be applied to Timoshenko beams on partially supported elastic foundations with different boundary conditions under axial load [13].