Answers are grounded in this paper and cite their sources.
Vertical displacement monitoring during super high-rise construction requires long stand-off distances and oblique imaging, for which conventional Sampling Moiré Method (SMM) processing suffers projection-scale bias and camera-support drift. This study presents a field-oriented workflow combining intrinsic camera calibration, in-situ marker-plane geometry, SMM phase extraction, and a fixed reference channel. The oblique-view degradation is quantified by a dimensionless period-non-uniformity index that separates uniform projection-scale error from spatial period-gradient error and partitions the tilt/distance space into design zones. Numerical and physical tilt sweeps show that homography rectification and adaptive local sampling keep the RMSE below 0.3 mm up to 60°, where the uncorrected measurement reaches approximately 2 mm; these two strategies are intended for caution/danger-zone geometries, whereas the field workflow used a locally estimated scale correction, consistent with the design case D=58 m (δ=0.59%). A single-run outdoor 50 m three-point experiment shows that differencing against a fixed reference marker reduces the RMSE by 45.7% and approximately 31% at two moving markers. In two non-simultaneous field programmes, the laser rangefinder and corrected SMM were evaluated independently against the same 1–10 mm prescribed sequence. Their ten-level MAE/RMSE values were 0.280/0.303 mm and 0.165/0.207 mm, respectively. Each programme reports accuracy within its own installation and loading arrangement. The results provide short-term evidence for traceable, long-distance oblique-view displacement monitoring during construction.
No takes yet. Share an insight, caveat, or question.
Yuan et al. (2026) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: