
An Interview with
Com Com: CBRI is one of the premier laboratories under the
aegis of the Council of Scientific and Industrial Research
(CSIR). Could you briefly tell us about the major thrust
areas identified by the institute?
Prof. R N Iyengar
Director
The Central Building Research Institute (CBRI), Roorkee
http://sunsite.sut.ac.jp/asia/india/jitnet/india/csir/cbri.html
E-Mail Address :Dr. R.N. Iyengar
The Central Building Research Institute (CBRI), in Roorkee,
is known for designing and development earthquake-proof
buildings. The institute, a constituent laboratory of the Council
of Scientific & Industrial Research (CSIR) has made tremendous
contributions in the field of earthquake engineering.
COM COM spoke to its director, Prof. R N Iyengar.
Prof. Iyengar: The main mandate given to the CBRI, one of the oldest CSIR institutes, was to give scientific inputs to construction and housing sectors. Accordingly, we identified Shelter Planning, New Materials, Structures and Foundation Engineering, Disaster Mitigation and Process Development as major thrust areas.
Com Com: Your institute which celebrated its golden jubilee a year and a half ago has done pioneering work in the area of designing tremor-proof buildings for major seismic zones in the country. Will you please give an account of the achievements of CBRI in this field?
Prof. Iyengar: In the aftermath of various tremors that
shook different parts of India in the Nineties, CBRI worked
very closely with aggrieved parties and government
institutions in developing new housing designs for various
tremor-prone areas. For instance, during the 1991 Uttarkashi
earthquake, which claimed more than 2,000 lives, we
collaborated on a national mission to rehabilitate the large
number of educational and health buildings, which were
damaged in the region.
A survey of 500 buildings conducted by us revealed that most
of the damaged buildings were non-engineered constructions,
with random rubble masonry in mud mortar. The construction
was found to be of very poor quality. Masonry walls were
heavily damaged and partially collapsed in the majority of
the buildings.
For instant rehabilitation of the victims, CBRI developed
instant shelters. It also organised a one-day national
level seminar on rehabilitation of earthquake affected
people in which state government officials, representatives
of agencies involved in rehabilitation work, contractors,
builders and engineers participated. As a fall-out of this
seminar, it was proposed to construct pre-fabricated instant
shelters throughout these affected areas. The fabrication
of these kutirs was done by state public works department
and UP Bridge Corporation at Hardwar, Lucknow, Roorkee,
Ghaziabad and Meerut.
A mathematical model for seismic stability analysis has been
developed at CBRI, which can be used by engineers to analyse
rock wedge stability under seismicity.
A CBRI study on behaviour of masonry buildings under
earthquake conditions is in progress. Experimental studies
on masonry walls built with irregular or round shaped stones
and mud mortar show that the lateral strength of these walls
is poor. Strengthening of these walls by fixing chicken
wire mesh on both faces and plastering with
cement and sand mortar in a 1:6 ratio, resulted in
considerable increase in lateral strength. This could be
one of the strengthening measures that could be adopted for
buildings, which are not severely damaged.
After the earthquake of September 30, 1993 in Latur,
Maharashtra, the Institute has been closely associated with
the government of Maharashtra and donor agencies which are
engaged in rehabilitation works and also designing and
constructing earthquake resistant buildings. At the request
of the government of Maharashtra, the CBRI scrutinised a
number of designs received from donor agencies and gave
comments and suggestions. It has also undertaken a damage
survey and catagorisation of damaged houses and other
buildings in the districts of Latur, Osmanabad, Sholapur,
and Satara. CBRI has trained about 1000 engineers to carry
out survey, damage categorisation, repair and strengthening
of damaged houses.
Com Com: What is the maximum intensity of earthquake that could be withstood by such designs?
Prof. Iyengar: The intensity is a measure of damage at a
place. Generally, the modified Merculi Scale is used for
this purpose. We can economically design structures to
withstand intensities of the order of IX-X, obviously the
cost increases with intensities.
Com Com: What are the major parameters that you take into
account while designing houses for a particular seismic
zone? Do these parameters vary from place to place? Can
there be standard designs for all seismic zones in the
country?