a history of earthquake engineering

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  • 7/26/2019 A History of Earthquake Engineering

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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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