(Photo from linked article) |
“…certain seismic waves, known as Love waves, could be
diverted away from the Earth’s surface as they pass through a forest containing
trees of a certain height. The forest acts like a metamaterial – an artificial
structure usually used to steer electromagnetic radiation around objects.
“Best known for their use as invisibility cloaks,
metamaterials are made from large arrays of tiny resonators that manipulate
light and other electromagnetic waves in unnatural ways. In recent years,
however, the mathematics underlying metamaterials have also been applied to
other kinds of radiation, including seismic waves. The idea here is to use
arrays of suitably-sized objects either below or above ground – holes or posts
of some kind – to divert seismic waves around vulnerable buildings.”
Guenneau says that, in practical application, trees would
have to be roughly 10-15 meters tall to resonate with horizontal Love
waves. Protecting a building from the vertical
“Rayleigh” waves, however, would require trees some 5 times this tall (that
would take decades to mature) making it less practical. That said, scientists
say that by using trees to prevent horizontal shaking and conventional
techniques to “guard against vertical motion, forests could halve the work of
civil engineers.”
Much more research is needed to better understand the behavior
of these waves and the potential real world applications. The science, however, is fascinating. And the potential benefits are worth
continued investigation.
The bottom line is that mature trees are good. And worth protecting for a variety of reasons.
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RESOURCE UPDATE
This occurred in September, but I
just received notice of it via an e-mail blast from FEMA. The National Earthquake Hazards Reduction Program (NEHRP)
issued a new set of Recommended Simplified Provisions for Seismic Design
Category (SDC) B Buildings. For a look at Category B, see Map here.
Not all portions of the country are affected, but the new document should be a helpful reference for all in A and B zones looking to improve resilience in the face of such events.
(I happen to live in a Category B area.) And of course those in Categories C through E will have much more rigorous requirements. Here’s the link to the new document.
The introduction to the report includes this statement:
"For Seismic Design Category
(SDC) B, which designates a low seismic hazard region, structural engineers
still need to complete a full seismic design process to meet the building code
requirements. Seismic design is necessary because earthquakes are a
hazard with long return periods and large uncertainties, and the sudden occurrence
of earthquakes in SDC B regions, such as the 2011 Mineral, Virginia earthquake,
can cause significant damage or collapse if buildings are not properly designed
for seismic resistance. The recommended simplified seismic design
provisions described in this FEMA NEHRP document aim to assist structural
designers in meeting building code requirements for ordinary SDC B buildings
without wading through the full, complex seismic design process in ASCE/SEI 7.”
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