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    1 1111 ACI

    Non:

    I INTHODUCTION

    :

    I

    6.

    I'ClS't-F.ARTHQUAKE DAMAGE EVALUATIONS

    2.

    I

    '/,. .

    F.mergency

    Earthquake Damage

    Evaluation

    Pre iminary Investigacio,,

    l:t-II'RGENCY MEASURES FOR TEMPORARY PROTECTION

    J l

    General

    J.2 Methods for Supporting Vertical Loads

    .J Methods for Providing Lateral

    Support

    3. \\edging

    Techniques

    TilE R ~ : I A l R

    AND

    STRENGTHENING DESIGN PROCESS

    l

    Criteria

    of

    Repair

    and

    Strengthening

    4.2

    Additional I n

    vestiga

    t ions

    1 3

    Damage

    Evaluation and Selection of a

    Repair and Strengthening

    Solution

    4 . 4

    Final Design Procedures

    NATERlALS AND CONSTRUCTION

    TECHNIQUES

    5.

    t

    Conventional Cast-in-Situ Concrete

    5 . 2 Concrete Using Shrinkage- Compensating

    or

    Expansive

    Cement

    5 . 3 Polymer

    Modified Concrete

    5. 4

    Resin

    Concretes

    5.5

    Shotcrete

    (Gunite)

    5.6

    Resins

    . 7

    Grouts

    R lNFORCED CONCRETE STRUCTURES

    6 . t

    Repair and St rengthening of Original

    Struc t ural

    Elements

    6.

    I.

    1 Introduction

    6 .1 . 2 Columns

    6. 1. 3

    Beams

    6. 1. 4 Beam-Column Joints

    6. 1. 5

    Shear l ~ l l s

    6 . I . 6 Slabs

    6 . 1.7

    Infi l led

    Part i t ion

    Walls

    vii

    ix

    3

    3

    3

    5

    5

    7

    13

    I 7

    21

    21

    22

    22

    25

    27

    27

    27

    28

    28

    29

    29

    31

    33

    33

    33

    33

    47

    52

    58

    61

    65

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    7 .

    8.

    9.

    11,2 lnlt ttlncllilll Ill 1-hWil t t t t t ln t ld

    11tuullt"

    11.2.1

    lootWtoll

    h 2 1 lhll l t ~ ~ d I II

    h

    J.

    J

    In

    I 1 I ll.'tl

    l ~ t t

    I I8

    b.'J..4 Wing WallR

    b.l . ' ; 'l 'russes

    and

    Diagonal

    Braces

    &.2.6 foundations

    REINFORCED PREFABRICATED STRUCTURAL SYSTEMS

    7 . 1

    7. 2

    7.3

    Large

    7. 1. 1

    7. 1. 2

    7 . 1. 3

    Panel

    Structural

    Systems

    Introduction

    Repair of Large Panel Prefabricated

    Construction

    Strengthening of

    Large

    Panel

    Con-

    struction

    Prefabricated

    Frame

    Structural

    Systems

    7.

    2.

    1 Introduction

    7 . 2. 2 Repair and Strengthening of

    Pre

    fabricated Frame Systems

    Lif t

    Slab

    Systems

    MASONRY STRUCTURES

    8 . 1

    General

    8.2 Repair of

    Walls

    8. 3

    Repair

    and

    Strengthening

    of

    Hall

    Inter-

    sections

    8.4

    Strengthening

    of ~ l l l s

    8 .4 .1 Strengthening of

    Brick

    Masonry

    l ~ l l s

    by

    Confinement

    8 .4.2 Strengthening

    of Walls

    by

    Confinement with Steel

    Sections

    8 . 4 . 3 Strengthening

    Walls

    with

    Reinforced Concrete

    Jackets

    8 . 4. 4 Strengthening Rubble Core Stone

    Halls with

    Injection

    8 . 5 Strengthening Horizonatal Diaphragms and

    Tie

    Beams

    8 . 6 Strengthening of Foundations

    VERIFICATION OF DESIGN

    AND

    CONSTRUCTION

    9 . 1

    9.2

    9 . 3

    9 . 4

    General

    Design

    Verification

    Construction

    Inspection

    Construction

    Verification

    10 . CASE

    STUDIES

    10.1 Bulgarian

    Example

    of Repair

    and

    Strength

    ening of a Slip- Formed Residential

    Building

    10.2

    Greek Example

    of Repair

    and Strengthening

    of

    an Apartment House

    in

    Athens

    after

    the

    Earthquakes

    of

    1

    981

    b'>

    &8

    72

    77

    80

    80

    87

    87

    87

    88

    90

    91

    91

    92

    94

    99

    99

    100

    1

    06

    109

    109

    112

    11 4

    120

    124

    1

    30

    133

    133

    133

    134

    134

    137

    139

    147

    , I

    f(J,

    fO.'l

    IO.r.

    YUijtllll lV IJUotntolo otf

    ''I''' I lltttl

    i .

    11 1 "N,tkHillt

    C:nold"

    l,lttntNil .'.' ' 'IIKihct.lltiK

    ' tltull&llol " Y Stltoul l l ln ld ing

    tutu ttl tlut

    1"'""'I' I

    1 u

    I u

    I

    nctpatr and Strcn h .

    " It

    o

    , 1 C'ttl Cun

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    I'll

    1 1 \ 1 ~ 1

    lh R o ~ l u t w l l'rul

  • 8/9/2019 T to p3

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    f'rom the Unilcd

    Nullontl tht

    l o l l o w l n ~ \ lndivhluul puft lclpaltd in

    the

    delibera t ions

    of the Coord1notJng Conuullt.ce:

    O.A.

    Nordstrand - UNDP, Athens, Greece, Resident RcprcsentnLive

    and

    UNDP Princ ipa l Projec t

    Representative,

    E. Csorba -

    UN DO, Vienna,

    Austria, Senior Indus t r ia l

    Development

    Officer ,

    and

    J.G. Bouwkamp -

    UNIDO,

    Thessaloniki, Greece, Chief

    Technical

    Advisor.

    DtSCLAIMER

    The mater ia l

    contained in these Volumes includes

    deta i led

    findings

    In earthquake engineering - par t icu la r ly ,

    objec t ive

    evaluations of

    causes

    nntl ('I ftct.s In earthquake damage -

    and

    in

    the

    seismic

    and

    geologic char

    ltd