Study on Seismic Behaviors of the Pagoda in Songyue Temple, by S. C. Ma, L. H. Li and P. Bao, published in E3S Web of Conferences in 2020, is a peer-reviewed engineering conference paper presenting a numerical structural model of the pagoda and analyzing its seismic vibration modes and weak points. Its authority rests on standard conference peer review and its use of an established structural-engineering modeling method applied specifically to this historic building. It is a technical structural-engineering study of the pagoda's physical behavior under earthquake load, not a source for the temple's religious or historical significance, which needs separate sourcing.
Facts
Assessment
Reliability Tier2
Study on Seismic Behaviors of the Pagoda in Songyue Temple, by S. C. Ma, L. H. Li and P. Bao, published in E3S Web of Conferences in 2020, the middle tier reflecting a peer-reviewed engineering conference paper presenting a numerical structural model and analyzing the pagoda's seismic vibration modes. It is a technical structural-engineering study of the pagoda's physical behavior under earthquake load, not a source for the temple's religious or historical significance, which needs separate sourcing. NotesPeer-reviewed engineering conference paper on the seismic behavior of the pagoda at Songyue Temple, E3S Web of Conferences, 2020.
Citation
AuthorS. C. Ma, L. H. Li and P. Bao
E3S Web of Conferences 213, 02023, 2020. PublisherE3S Web of Conferences
Publication Year2020
URLhttps://www.e3s-conferences.org/articles/e3sconf/abs/2020/73/e3sconf_acic2020_02023/e3sconf_acic2020_02023.html
Source Typeconference paper
Claims Backed By This Source (12 claims)
This source backs 12 claims across the atlas. As facts: 11 well-attested. Plus 1 entities citing it as a general reference with no single fact or relationship attached.
Disposition By Topic
- Sources, 8 claims: 8 well-attested.
- Articles, 4 claims: 3 well-attested, 1 general references.
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