Innovation in Seismic Bracing Design
Over the last decade, one new seismic design technology has been rapidly adopted in the US. The Buckling Restrained Braced Frame (BRBF) system is one of those rare innovations that radically improves the ability of structures to resist earthquakes, while at the same time is completely backwards compatible with previous technology. (See MSC articles from Sabelli & Lopez and Robinson for more information)
The ability of this system to resist earthquakes comes from a dramatically simple idea: decouple bending and compression. To show how easy this concept is, let us review how the inventor came up with it. An engineer, Benne Narasimhamurthy Sridhara from Bangalore, wanted to get more strength out of his braces (see my earlier post on braces for more info). He created a simple physical model using a small rod and a plastic pipe. He put the rod inside of the pipe and applied force on each end of the rod. Instead of the rod buckling out of shape and failing, the pipe held it in place. Brilliant!
Because the pipe (or sleeve) is not participating in resisting compression, it is "decoupled" from the rod. This means that the rod is continuously braced and will develop full material capacity. The implications of this small change are huge. It allows engineers to specify braces that:
This technology can be applied in even more interesting applications as engineers grow familiar with its use. I am anxiously awaiting the first use of this in a bridge application. Congratulations to Mr. Sridhara for figuring out how to do more with less.
The ability of this system to resist earthquakes comes from a dramatically simple idea: decouple bending and compression. To show how easy this concept is, let us review how the inventor came up with it. An engineer, Benne Narasimhamurthy Sridhara from Bangalore, wanted to get more strength out of his braces (see my earlier post on braces for more info). He created a simple physical model using a small rod and a plastic pipe. He put the rod inside of the pipe and applied force on each end of the rod. Instead of the rod buckling out of shape and failing, the pipe held it in place. Brilliant!
A typical column buckling under applied load
Because the pipe (or sleeve) is not participating in resisting compression, it is "decoupled" from the rod. This means that the rod is continuously braced and will develop full material capacity. The implications of this small change are huge. It allows engineers to specify braces that:
- Will fit easily into existing designs, allowing retrofits and new construction
- Will act similarly in tension and compression, eliminating the need for paired braces at every location
- Help dissipate destructive seismic energy by steel yielding (like a car's crumple zone)
- Remain stiff and strong even after the initial event
- Cost much less than comparable technologies
This technology can be applied in even more interesting applications as engineers grow familiar with its use. I am anxiously awaiting the first use of this in a bridge application. Congratulations to Mr. Sridhara for figuring out how to do more with less.
Labels: seismic, structural engineering




7 Comments:
If you want to replicate this at home try putting a thin ruler in a sleeve (PVC pipe or something stiff in bending). Then push on the ends and see what happens. Contrast this with what happens when you push on the ruler out of the sleeve.
Interesting post. I know next to nothing about the subject, but it does seem that it would a cheap, effective countermeasure in earthquake prone regions, particularly to include in new construction. And you also think it would be easy to retrofit? Has it ever been attempted in any seismically active regions in India that you're aware of?
I don't know if it has been used in India, but it is used frequently in California for retrofits.
In all human endeavours it is a rare genius who can think with sound fundamentals breaking up the problem to its basics. Sri B.N.Sridhara is on such. The fact that he is a pure scientist who revels in creativity for the joy and personal satisfaction rather than mere commercial value. Many of the ideas which broke through the set thinking were expressed by him openly without eye on commercialisation. Some of his ideas were gifted by him to young scientist-engineers to develop into products--and some were used elsewhere in the world by shrewed tech savvy enterpreneurs---more simple solar steam boiler, liquid filled lenses--leakproof taps etc He was truly happy when his pioneering designs benefited others. Even the path breaking sleeved column was used before his well wishers persued the patent rights!
He richly deserved to be in the hall of fame
Dr.R.P.Rao-
A lay admirer of Sri B.N. Sridhara.
Dear Sridhara, Its a great achievement and we are all proud to read about your invention in this Blog. Congratulations and best wishes. Dwarakanath from Titan Industries
Hello Mr. Graeme
Thank you for your well written article on my invention and for your compliments.
I agree with you that there will be many applications in future of this technology of decoupling bending and compression. The Towers of suspension bridges can be designed based on “Sleeved Column” concept wherein the axial load acts on the core only. The core can be made of steel or concrete blocks. The sleeve will resist the lateral loads caused by the core (when the core tries to buckle) and also the lateral loads caused by wind and earthquake generated forces. The core can even be in parts and one part can be simply placed over the other part to build up the whole height and without welding or grouting.
My old US Patent 5,175,972 dated Jan. 5, 1993 titled “A Sleeved Compression Member” discloses a sleeved column support for an off-shore drilling platform. This patent has expired now but the technology disclosed deserves to be studied further.
Least-weight compression members for use in Rockets and Satellites can be developed adopting this technology.
In a sleeved column, the core can be axially compressed to a great extent resulting in strain hardening of the core. Tests have revealed that the tensile yield strength of a mild steel core rod increased by as much as 80% and in the case of high yield strength core, the increase was about 20%. Accidental overloading of a sleeved column in compression for a short duration may not cause a failure but actually help to improve the yield strength of the sleeved column! This aspect needs further study.
Regards
Sridhara.
B.N.Sridhara BE, MS (USA), FIAStructE
Consulting Engineer
bnsridhara@gmail.com
Thanks for posting everyone, I'm glad to see that the subject is interesting to all of you.
@BNSridhara - It is especially good to hear from you, I obviously have a lot of respect for your invention and hope it is used frequently in the future.
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