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Causes or Sources of Earthquake Damage |
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Surface Faulting: |
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J2 |
Normal fault, scarp near Beni Rached, El Asnam |
J3 |
Overturned train, El Asnam |
J4 |
Bent railroad, Guatemala |
J5 |
Damage to irrigation channel, Guatemala |
J6-J9 |
Bridge collapse, Guatemala |
J10 |
Rupture of water and sewage lines, San Fernando |
J11 |
Damage to building in Sylmar area, San Fernando |
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Liquefaction: |
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J12 |
Tilting of houses due to liquefaction, Alaska |
J13 |
Tilting of apartment buildings due to liquefaction, Niigata |
J14 |
Collapse of Showa Bridge, Niigata |
J15 |
Fissure caused by liquefaction, Caucete |
J16-J17 |
Damage to masonry house due to liquefaction, Caucete |
J18 |
Tilting of flagpole due to liquefaction, Nihonkai-Chubu |
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Ground Shaking, Sliding Failures: |
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J19 |
2-story building, Coalinga |
J20 |
1-story building, Coalinga |
J21 |
Olive View Hospital, San Fernando |
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Ground Shaking, Vibration Failures: |
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J22 |
Wood-frame house, San Fernando |
J23 |
Collapse of wooden porch, Coalinga |
J24 |
Damage to unreinforced masonry, downtown Managua, Nicaragua |
J25 |
Damage to unreinforced masonry walls, R/C building, Managua |
J26 |
Unreinforced masonry church, Nicaragua |
J27 |
Unreinforced masonry church, Guatemala |
J28 |
Unreinforced infill walls in 2-story R/C building, El Asnam |
J29 |
Unreinforced brick building, Coalinga |
J30 |
Masonry parapet, Coalinga |
J31-J34 |
R/C buildings of the Olive View Hospital, San Fernando |
J35 |
R/C water tower, El Asnam |
J36-J37 |
Steel elevated water tanks, Imperial Valley |
J38 |
Steel diagonal straps, 1-story building, San Fernando |
J39-J41 |
Steel structure of Cordova Building, Alaska |
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Achieving Efficient Seismic Design |
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Importance of Integral Action of Foundation: |
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J42 |
Foundation damage to house, Nihonkai-Chubu |
J43 |
Crane collapse, Nihonkai-Chubu |
J44-J46 |
Oga Technical High School, Nihonkai-Chubu |
J47-J48 |
210/5 Highway Interchange, San Fernando |
J49 |
South Connector Overcrossing, 14/5 Interchange,
San Fernando |
J50 |
Foothill Boulevard Undercrossing, San Fernando |
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Importance of Tying Together the Superstructure: |
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J51 |
2-story building, Imperial Valley |
J52 |
Chimney collapse, Coalinga |
J53 |
Split-level house, San Fernando |
J54 |
Sale and Service Building, Alaska |
J55 |
Stair tower collapse, Olive View Hospital, San Fernando |
J56-J57 |
Primary school canopy failures |
J58 |
Retrofit of highway bridge, Oakland, California |
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Importance of Avoiding Heavy Construction: |
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J59 |
Heavy roof on wooden house, San Fernando |
J60 |
Heavy tile roof, Olive View Hospital, San Fernando |
J61-J64 |
Unnecessary mass of earthfill, Olive View Hospital |
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Importance of Simplicity, Symmetry and Regularity of Layout: |
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J65 |
Torsional effect due to L-configuration |
J66-J68 |
Torsional failure of Hotel Terminal, Guatemala |
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Importance of Uniform Distribution of Mass, Stiffness, Strength, Ductility: |
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J69-J70 |
Hotel Macuto Sheraton, Caraballeda, Venezuela |
J71 |
Casa Micasa S.A. Building, Managua, Nicaragua |
J72-J74 |
Olive View Hospital, San Fernando |
J75 |
3-story apartment building, El Asnam |
J76-J79 |
Imperial County Services Building, Imperial Valley |
J80 |
Retrofit of soft story, multi-story building, San Francisco |
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Importance of Isolating or Integrating Non-Structural Components: |
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J81-J82 |
Industrial building, Coalinga |
J83 |
Medical clinic, El Asnam |
J84 |
2-story R/C building, Managua, Nicaragua |
J85 |
Mene Grande building, Caracas, Venezuela |
J86 |
Capri Residencia Building, Caracas, Venezuela |
J87 |
Coral Apartment Building, Caracas, Venezuela |
J88 |
Plaza 1 Apartment Building, Caracas Venezuela |
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Importance of Multiple Defense Lines: |
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J89-J94 |
Banco Central and Banco de America, Managua, Nicaragua |
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Importance of Balanced Stiffness, Strength, and Ductility Between Members, Connections and Supports: |
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J95 |
Mosque building, El Asnam |
J96 |
Galerie Algerienne Building, El Asnam |
J97 |
Niaguata Beach Club, Venezuela |
J98 |
Four Seasons Apartment Building, Anchorage, Alaska |
J99-J101 |
1200 L Street Apartment Building, Anchorage, Alaska |
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Importance of Construction Aspects |
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J102 |
Holy Cross Building, San Fernando |
J103-J105 |
Olive View Hospital, San Fernando |
J106-J107 |
J. C. Penny Building, Anchorage, Alaska |
J108 |
Cite Al Naser Market Building, El Asnam |
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J109-J110 |
Test of R/C short column-spandrel deep girder subassemblage |
J111 |
Test of R/C strong column-weak girder subassemblage |
J112 |
Test of steel strong column-weak girder subassemblage |
J113 |
1/5-scale model of 7-story R/C structure on shaking table |
J114 |
Pacific Park Plaza Building, Emeryville, California |
J115 |
Composite steel-R/C building, Japan |
J116-J117 |
Steel column-tree prefabricate assemblies |
J118-J119 |
Steel building with eccentric joints, San Diego, California |
J120 |
Building with concrete cores and hanging steel framing |
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The University of California, Berkeley
Copyright 1997, The Regents of the University of California.
Structural Engineering Slide Library, W. G. Godden, Editor
Set J: Earthquake Engineering, V. V. Bertero |
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Site Design: Vivian Isaradharm, Oct. 97.
Mail to: eerclibrary@berkeley.edu |
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