a history of earthquake engineering
TRANSCRIPT
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Proc IDNDR Inti Symp
on
Earthq Disaster Reduction Techno/
30thAnniv.
of
iSEE Tsukuba.Japan
1992)
pp.3-13.
A
History
of Earthquake
Engineering
D.
E. Hudson
Professor Emeritus
California Inst i tute of Technology
Pasadena, California
91125 USA
SUMMARY
This review
will
be
restricted
to
those aspects
of earthquake engineering
that
involve the application of quantitative scientif ic
principles
to the
determination
of
the response
of
real structures
to
strong
earthquake
ground
motion. We begin with early efforts to ascertain the
true
ground motion
associated
with destructive
earthquakes, and continue
with
the development
of structural dynamic theory to the point at which the
behavior
of complex
civil engineering structures
to
complicated
transient loads
can be calculated.
The
f i rs t
attempt
to
define a quantitative earthquake intensity scale
that assigns
numbers to specific
earthquake
effects on
people
and on struc-
tures was in the early
1800 s.
The f i rs t
effort
to relate such earthquake
intensit ies
to
a physical quantity, peak ground
acceleration, did
not
occur
until the
late 1880 s, some fifty years
before the direct
measurement of
strong
earthquake
ground motions. Practical seismographs f i rs t appeared in
the
1880 s,
but
these
were
sensitive
long
period devices
not
suitable
for
measuring destructive ground motion. t
was
not unti l the early 1930 s that
the
strong motion accelerograph was
developed,
and in 1933 the f i rs t accurate
measurement of
destructive earthquake
ground motion was
obtained during
the
Long Beach
California
earthquake.
By the middle
of
the 1800 s,
the
field of analytical mechanics had
progressed to the point that in
theory
the
response
of a structure of any
complexity
to
a prescribed earthquake
excitation
could be
solved.
In
the
1930 s
such
theory
was
applied
to the
earthquake problem and during
the
next
twenty
years
the rapid development
of
modern computing techniques made i t
possible
to carry out numerical
solutions
to
practical
problems. During
this
same
time,
methods
for
displaying
the
frequency
characteristics
of
earthquake
ground motions developed
into response
spectrum
theory,
which has remained
as an
important
tool in modern earthquake engineering. By
the
1960 s the
availability
of a large number
of
accelerograms from earthquakes of many
different types and sizes made i t possible to
portray
with reasonable
accuracy the
essential features of earthquake excitation as a basis for
earthquake resistant
design.
KEY WORDS
Earthquakes,
Seismology,
Earthquake Engineering, Ground Motion
Measurement Structural Dynamics
1. INTRODUCTION
Earthquake
engineering is
at
once a very
old
and a very new subject. A
3000-year history of earthquakes in China test i f ies to an ancient concern for
the subject, and there
is
evidence
that
conscious
attempts
to improve
the
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