The interaction between the atmosphere and the solid Earth through surface pressure variations can be quantified by analyzing low-frequency seismic data with collocated pressure data, particularly data in the frequency band between 0.01 and 0.05 Hz (e.g., Sorrells, 1971; Tanimoto & Wang, 2018). Sorrells (1971) proposed the theoretical framework where the excitation mechanism is wind-related pressure waves that move along the surface and cause ground deformation recorded by broadband seismic sensors. We examine the propagating plane-wave pressure wave model in details by quantitively analyzing collocated wind data in Tanimoto and Wang (2021), and find that the assumption is reasonable when pressure variations are large. Similar principles are also applicable in ocean-bottom-seismometers compliance studies (Crawford et al., 1991) and in evaluating near-surface structure on Mars (Kenda et al., 2017). Expanding on the work of Sorrells (1971), we can use the ratios of collocated seismic and pressure data to estimate the subsurface elastic structure at collocated stations. Better understanding of near-surface structure is important for seismic site effects and ground motion prediction studies (e.g., Borcherdt, 1994; Sánchez-Sesma & Crouse, 2015;Trifunac, 2016). The procedure for retrieving half-space structure at fixed frequencies has been demonstrated and applied to estimate half-space structure at 784 USArray Transportable Array (hereafter TA) stations (Wang & Tanimoto, 2020).Although the half-space approach provides estimates of near-surface structure in a straightforward manner, it lacks depth constraints that are essential for site effects parameters, such as Vs30. Vs30 is the time-averaged shear-wave velocity from the surface to 30 m below, and it is one of the primary quantities for ground motion prediction studies (e.g., Dobry et al., 2000). In order to estimate Vs30 for a layered structure beneath a station, we