Oystein
Penultimate Amazing
- Joined
- Dec 9, 2009
- Messages
- 18,903
Problem with that is, the ASCE publishes JEM, which published Bazant's one-way crushing silliness. You can bet few structural engineers would agree with that model. In fact, I've seen no professional endorsements of it outside of NIST, who apparently couldn't come up with their own collapse propagation explanation. I'm guessing very few paid much attention to that article.
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According to Google Scholar:
Bazant and Zhou (2002) has been cited 99 times; compare that to 16 citations for Harrit e.al.
Several of the citations of Bazant and Zhou are in peer-reviewed journals, such as
- JOM Journal of the Minerals, Metals and Materials Society
- Fire Safety Journal
- Automation in Construction
- Journal of Engineering Mechanics
It has also attracted attention at professional and academic congresses; I might mention
- International Symposium on Sea-Crossing Long-Span Bridges, Mokpo, Korea, Feb. 15-17, 2006
Compare this to absolutely ZERO citations from relevant peer reviewed journals, or scientists, or engineers, of Harrit e.al., who are ONLY ever cited by truther friends, or scholars and journalists in politics, sociology or media theory - sometimes as a prime example for BAD science or how people make up their own reality.
Bazant and Verdure (2007), itself published in a highly respected journal for civil and structural engineers, has been cited 31 times, according to Google Scholar. Again, some of the citations are in peer-reviewed journals by scientists and engineers hailing from relevant fields, such as
- International Journal of Fracture
- Journal of Engineering Mechanics
- Earthquake Engineering & Structural Dynamics
- Engineering Structures
And again, attention at professional and academic conferences, resulting in conference papers, for example
- The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China
- IABSE Conference, Helsinki 2008
Please be aware that I picked only a few citations from the first couple of pages of Google results - there are more, though I didn't count.
So ergo, your statement "You can bet few structural engineers would agree with that model. In fact, I've seen no professional endorsements of it outside of NIST" reflects on your personal ignorance only and has nothing to do with the real world of science and structural engineering.