**4. Conclusions**

The study undertaken herein involves the case study of a WSN-based approach enabling real-time monitoring for the monolithic movement of a heritage curtilage. In consideration of the lifting jack technology to implement the monolithic movement, the deformation of the steel underpinning beams and the steel chassis are monitored simultaneously in addition to the inclination and the crack behaviors during translocation.

The following conclusions are drawn:


In brief, this work provides useful insights into developing non-invasive, real-time, and remote monitoring strategies for historic buildings.

**Supplementary Materials:** The following supporting information can be downloaded at: https: //www.mdpi.com/article/10.3390/buildings12111785/s1, Figure S1: The plane view of the steel chassis with 9 longitudinal and 16 transverse H-shaped steel beams, floating jacks, pushing loads, and typical strain gauge locations; Table S1: The input parameters of the exterior walls.

**Author Contributions:** Conceptualization, Y.Y., X.Y. and Q.W.; methodology, B.Y. and L.S.; software, L.S. and B.Y.; investigation, L.S. and Y.Y.; writing—original draft preparation, L.S.; writing—review and editing, Y.Y. and B.Y.; visualization, L.S. and W.Z.; supervision, B.Y.; project administration, Q.W. and Y.Y. All authors have read and agreed to the published version of the manuscript.

**Funding:** This research was funded by the Natural Science Foundation of Zhejiang Province (Grant No. LGG20E080002, LQ21A020009) and the Science Foundation of Zhejiang Sci-Tech University (ZSTU) under Grant No. 19052460-Y.

**Institutional Review Board Statement:** Not applicable.

**Informed Consent Statement:** Not applicable.

**Data Availability Statement:** Not applicable.

**Acknowledgments:** Not applicable.

**Conflicts of Interest:** The authors declare no conflict of interest.
