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LEADER |
02180nam a2200409 a 4500 |
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050201s1959||||xxua |||||||||||||eng|| |
942 |
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|c BK
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041 |
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|a eng
|
082 |
|
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|a 624.172
|b N854
|
100 |
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|a Norris, Charles H.
|
700 |
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|a Hansen Robert J.
|e coautor
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245 |
0 |
0 |
|a Structural Design For Dynamic Loads /
|c Charles H. NorrisRobert J. Hansen.
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260 |
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|a New York :
|b McGraw Hill Book Company,
|c 1959
|
300 |
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|a 453 p. ;
|b il.
|
650 |
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|a ESTRUCTURAS
|
592 |
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|a Behavior of Steel and Steel Elements under Dynamic Loads
|
592 |
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|a Behavior of Concrete and Concrete Structural Components under Dynamic Loading
|
592 |
|
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|a Dynamic Response of Systems Having One Degree of Freedom
|
592 |
|
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|a General Theory for Dynamic Response of Concetrated-Mass Systems
|
592 |
|
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|a General Theory for Dynamic Response of Distributed-mass Systems
|
592 |
|
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|a Miscellaneous Considerations Regarding Dynamic-response Theory
|
592 |
|
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|a Simplified Analysis and Design for Dynamic Load
|
592 |
|
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|a Introduction to Numerical-Integration Methods and Their Application to Dynamic-response Calculations
|
592 |
|
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|a Introduction to Analog and Digital Computers and Their Application to Dynamic-response Calculation
|
592 |
|
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|a Introduction to Blast-resistant Design
|
592 |
|
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|a Weapons-Effects Data Applicable To Blast resistant Design
|
592 |
|
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|a Behavior of Structures under Blast Loads
|
592 |
|
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|a Blast resistant-design Considerations
|
592 |
|
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|a Examples of Blast-Resistant Design
|
592 |
|
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|a Discussion of Laboratory and Theoretical Developments for Improved Blast resitant Design
|
592 |
|
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|a Earthquake resistan design Methods and Practice
|
592 |
|
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|a Earthquake resistan design Methods and Practice
|
592 |
|
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|a Vibration of Girders under Moving Traffic Loads
|
592 |
|
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|a Dynamic Effects of Wind load
|
999 |
|
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|c 94459
|d 94459
|
952 |
|
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|0 0
|1 0
|4 0
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|9 171064
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|d 2012-08-15
|i 15004265
|o 624.172 N854
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|r 2012-08-15
|t 1
|w 2012-08-15
|y BK
|
952 |
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|
|0 0
|1 0
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|d 2012-08-15
|i 15004266
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|p 15004266
|r 2012-08-15
|t 2
|w 2012-08-15
|y BK
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