FIELD: hydraulic engineering. SUBSTANCE: this can be used in erection of dam from ground materials. Dam has body 2, and upper part of dam body represents damper 3 which is made up of separate massive blocks 4,5,6 which are inserted one into another. These blocks create dynamic damper of oscillations of large mass, thus preventing occurrence of most unfavorable resonance oscillations in operating modes of structure. EFFECT: higher efficiency. 3 dwg
Title | Year | Author | Number |
---|---|---|---|
SOIL-FILLED DAM | 0 |
|
SU808581A1 |
EARTH DAM | 0 |
|
SU1693180A1 |
EARTH-FILL EARTHQUAKE-RESISTANT DAM | 1991 |
|
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CONCRETE GRAVITY DAM | 0 |
|
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METHOD OF SCHEDULED PREVENTIVE TEST OF PHYSICAL STATE OF BUILDINGS AND STRUCTURES | 1999 |
|
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METHOD OF PROTECTING DAMS AGAINST SEISMIC ACTIVITY | 0 |
|
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METHOD FOR PROTECTING PLAIN EARTH DAM AGAINST EARTHQUAKES | 0 |
|
SU1654436A1 |
DAM OF LOCAL MATERIALS | 0 |
|
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CONCRETE GRAVITY WEIR | 0 |
|
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METHOD OF INCREASING SEISMIC STABILITY OF DAM | 0 |
|
SU1612040A1 |
Authors
Dates
1998-05-10—Published
1994-01-17—Filed