SOME OF THE IMPORTANT
CONSIDERATIONS RELATED TO EARTHQUAKE RESISTANT BUILDINGS/HOUSES
(i) The behavior of a building during earthquakes depends critically on its overall shape, size and geometry, in addition to how the earthquake forces are carried to the ground. Hence, at the planning stage itself, architects and structural engineers must work together to ensure that the unfavorable features are avoided and a good building configuration is chosen.
(ii) A desire to create an aesthetic and functionally efficient structure drives architects to conceive wonderful and imaginative structures. Sometimes the shape of the building catches the eye of the visitor, sometimes the structural system appeals, and in other occasions both shape and structural system work together to make the structure a marvel. However, each of these choices of shapes and structure has significant bearing on the performance of the building during strong earthquakes.
(iii)
The wide range of structural damages observed during past earthquakes across
the world is very educative in identifying structural configurations that are
desirable versus those which must be avoided.
(iv)
In tall buildings with large height-to-base size ratio, the horizontal movement
of the floorsduring ground shaking is large. In short but very long buildings,
the damaging effectsduring earthquake shaking are many.
(v)
Buildings with simple geometry in plan perform well during strong earthquakes.
Buildingswith re-entrant corners, have sustained significant damage.
(vi)
The bad effects of these interior corners in the plan of buildings can be
avoided by making the buildings in two parts. For example, an L-shaped plan can
be broken up into two rectangular plan shapes using a separation joint at the
junction. Often, the plan is simple, but the columns/walls are not equally
distributed in plan. Buildings with such features tend to twist during
earthquake shaking.
(vii)
The earthquake forces developed at different floor levels in a building need to
be brought down along the height to the ground by the shortest path; any
deviation or discontinuity in this load transfer path results in poor
performance of the building
(viii)
Buildings on slopy ground have unequal height columns along the slope, which
causes ill effects like twisting and damage in shorter columns. Buildings with
columns that hang or float on beams at an intermediate storey and do not go all
the way to the foundation, have discontinuities in the load transfer path. Some
buildings have reinforced concrete walls to carry the earthquake loads to the
foundation. Buildings, in which these walls do not go all the way to the ground
but stop at an upper level, are liable to get severely damaged during
earthquakes.
(ix)
When two buildings are too close to each other, they may pound on each other
during strong shaking. With increase in building height, this collision can be
a greater problem. When building heights do not match, the roof of the shorter
building may pound at the mid height of the column of the taller one; this can
be very dangerous.
(x)
Looking ahead, of course, one will continue to make buildings interesting
rather than monotonous. However, this need not be done at the cost of poor
behavior and earthquake safety of buildings. Architectural features that are
detrimental to earthquake response of Seismology buildings should be avoided.
If not, they must be minimized. When irregular features are included in
buildings, considerably higher level of engineering effort is required in the
structural design and yet the building may not be as good as one with simple
architectural features.
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