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sharmapuneetk SEFI Member

Joined: 16 Sep 2011 Posts: 17
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Posted: Sun Nov 25, 2012 1:38 pmPost subject: Querry |
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Dear Sir � � � � � �First of all I wish to thank you and commend you for organising the e conf on a relevant subject . I wish to ask you that what are the methods and new technologies that have developed during the years on the subject of use of isolators in high rise building for reducing the vibrations caused by lateral forces acting at foundation level . Also I wish to know that if there are any methods to reduce the impact of wind on at higher level on the building other than designing for the loads. Sir , also give some study material on the subject.
Thanking you
Puneet
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Dr. N. Subramanian General Sponsor


Joined: 21 Feb 2008 Posts: 5537 Location: Gaithersburg, MD, U.S.A.
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Posted: Sun Nov 25, 2012 3:43 pmPost subject: Re: Querry |
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Dear Er Puneet,
An excellent paper on mitigation of motions of tall buildings with specific examples of Recent applications authored by Prof. Kareem et al. of the Univ. Of Notre Dame, published in Wind and structures, Vol. 2, No.3, 1999, pp. 201-251 is available at
http://www.nd.edu/~nathaz/journals/%281999%29Mitigation_of_motions_of_tall_buildings_with_specific_examples_of_recent_applications%28WAS%29.pdf
This paper also has a number of references.
Another recent and notable paper is by Symans et al. Energy Dissipation Systems for seismic applications: Current practice and Recent developments, Journal of Structural Engg., ASCE, Jan. 2008, pp.3-21. This paper also has numerous references. http://www.taylordevices.com/Tech-Paper-archives/literature-pdf/92-EnergyDissipationSystems_SeismicApplications.pdf
Best wishes, Subramanian
sharmapuneetk wrote: |
Dear Sir First of all I wish to thank you and commend you for organising the e conf on a relevant subject . I wish to ask you that what are the methods and new technologies that have developed during the years on the subject of use of isolators in high rise building for reducing the vibrations caused by lateral forces acting at foundation level . Also I wish to know that if there are any methods to reduce the impact of wind on at higher level on the building other than designing for the loads. Sir , also give some study material on the subject.
Thanking you
Puneet
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thirumalaichettiar Silver Sponsor


Joined: 26 Jan 2003 Posts: 3552
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Posted: Sun Nov 25, 2012 4:43 pmPost subject: |
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Er.Sharmapuneetk,
Can you please edit the heading for the post as Sismic Isolators instead of query since it will bear some meaning in the conference.
T.RangaRAJAN. |
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