Structural design for dynamic loads

Detalles Bibliográficos
Autor principal: Norris, Charles Head
Otros Autores: Hansen, Robert J., Holley, Myle J.
Formato: Libro
Lenguaje:Ingl�s
Publicado: New York : McGraw-Hill, 1959
Colección:McGraw-Hill civil engineering series
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041 |a eng 
044 |c us  |2 ISO3166-1 
100 1 |a Norris, Charles Head 
245 1 0 |a Structural design for dynamic loads 
260 |a New York :  |b McGraw-Hill,  |c 1959 
300 |a xviii, 453 p. :  |b il., diagrs., tablas 
490 |a McGraw-Hill civil engineering series 
500 |a "References" al final de cada capítulo. 
505 |a Behavior of steel elemets under Dynamic loads, by John M. Biggs -- Behavior of concrete structural component under dynamic loading, by Mile J. Holley -- Dynamic reponce of systems having one degree of freedom, by Cahrles H. Norris -- General theory for dynamic responce of concentrated mass systems, by Charles H. Norris -- Miscellaneous considerations regarding dynamic response theory, Charles H. Norris -- Simplified analysis and design for dynamic load, by John M. Biggs -- Introduction to numerical-integration methods and their application to dynamic response calculation, by Saul Namyet -- Introduction to analog and digital computers and their application to dynamic response calculations, by Saul Namyet -- Introducción to blast resistant design, by Robert J. Hansen -- Weapons effects data applicable to blast resistant design, by Robert J. Hansen -- Behavior of structures under blast loads, by Robert J. Hansen -- Blast resistant design considerations, by Robert J. Hansen -- Examples of blast resistance design, by Robert J. Hansen -- Discussion of laboratory and theoretical development for improved blast resistant design, by Robert J. Hansen -- Earthquakes and Earthquake effects on structures, by John K. Minami -- Vibration of girders under moving traffic loads, by Myle J. Holley -- Dynamic effects of wind load effects of wind load, by Myle J. Holley. 
700 1 |a Hansen, Robert J. 
700 1 |a Holley, Myle J. 
653 |a CONSTRUCCION 
653 |a ESTRUCTURAS 
653 |a CALCULO 
655 |a TEXTO 
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