Crandall, Stephen H.
Overview
Works:  26 works in 174 publications in 5 languages and 2,574 library holdings 

Roles:  Author, Editor 
Classifications:  TA350, 620.101 
Publication Timeline
.
Most widely held works by
Stephen H Crandall
Engineering analysis, a survey of numerical procedures by
Stephen H Crandall(
Book
)
24 editions published between 1956 and 1986 in 3 languages and held by 598 WorldCat member libraries worldwide
24 editions published between 1956 and 1986 in 3 languages and held by 598 WorldCat member libraries worldwide
Random vibration in mechanical systems by
Stephen H Crandall(
Book
)
24 editions published between 1963 and 2014 in 3 languages and held by 433 WorldCat member libraries worldwide
24 editions published between 1963 and 2014 in 3 languages and held by 433 WorldCat member libraries worldwide
An introduction to the mechanics of solids by
Massachusetts Institute of Technology(
Book
)
26 editions published between 1955 and 1999 in English and Undetermined and held by 389 WorldCat member libraries worldwide
26 editions published between 1955 and 1999 in English and Undetermined and held by 389 WorldCat member libraries worldwide
Dynamics of mechanical and electromechanical systems by
Stephen H Crandall(
Book
)
23 editions published between 1966 and 1985 in 3 languages and held by 357 WorldCat member libraries worldwide
23 editions published between 1966 and 1985 in 3 languages and held by 357 WorldCat member libraries worldwide
Random vibration by
Stephen H Crandall(
Book
)
23 editions published between 1958 and 1963 in English and held by 332 WorldCat member libraries worldwide
23 editions published between 1958 and 1963 in English and held by 332 WorldCat member libraries worldwide
Random vibrationstatus and recent developments : the Stephen Harry Crandall Festschrift by
Isaac Elishakoff(
Book
)
2 editions published in 1986 in English and held by 127 WorldCat member libraries worldwide
This unique book commemorates the 65th birthday of Stephen H. Crandall  one of the founding fathers and most active developers and elucidators of the science of random vibrations. Leading scientists from all over the world have contributed 33 papers addressing almost every important problem of random vibrations. The book thus represents both the stateoftheart as well as the most recent developments, and will appeal to those in industry and academia who want to achieve a rigorous understanding of the many facets of the subject. A thorough study of the book will also help lay the foundatio
2 editions published in 1986 in English and held by 127 WorldCat member libraries worldwide
This unique book commemorates the 65th birthday of Stephen H. Crandall  one of the founding fathers and most active developers and elucidators of the science of random vibrations. Leading scientists from all over the world have contributed 33 papers addressing almost every important problem of random vibrations. The book thus represents both the stateoftheart as well as the most recent developments, and will appeal to those in industry and academia who want to achieve a rigorous understanding of the many facets of the subject. A thorough study of the book will also help lay the foundatio
Notes for the M.I.T. special summer program on random vibration by
Stephen H Crandall(
Book
)
2 editions published in 1958 in English and held by 59 WorldCat member libraries worldwide
2 editions published in 1958 in English and held by 59 WorldCat member libraries worldwide
Random vibration by
Stephen H Crandall(
Book
)
6 editions published in 1963 in English and Undetermined and held by 42 WorldCat member libraries worldwide
6 editions published in 1963 in English and Undetermined and held by 42 WorldCat member libraries worldwide
Introducción a la mecánica de los sólidos by
Massachusetts Institute of Technology(
Book
)
9 editions published between 1966 and 1971 in Spanish and English and held by 26 WorldCat member libraries worldwide
9 editions published between 1966 and 1971 in Spanish and English and held by 26 WorldCat member libraries worldwide
Random vibration by
Stephen H Crandall(
Book
)
9 editions published between 1958 and 1961 in English and held by 14 WorldCat member libraries worldwide
9 editions published between 1958 and 1961 in English and held by 14 WorldCat member libraries worldwide
An introduction to the mechanics of solids (in SI units)(
Book
)
2 editions published in 2012 in English and held by 12 WorldCat member libraries worldwide
2 editions published in 2012 in English and held by 12 WorldCat member libraries worldwide
On scaling laws for material damping by
Stephen H Crandall(
Book
)
2 editions published in 1962 in English and held by 10 WorldCat member libraries worldwide
2 editions published in 1962 in English and held by 10 WorldCat member libraries worldwide
Random vibrations by
Stephen H Crandall(
Book
)
2 editions published in 1958 in English and held by 6 WorldCat member libraries worldwide
2 editions published in 1958 in English and held by 6 WorldCat member libraries worldwide
Kotai no rikigaku nyūmon : Zairyō rikigaku kōzō rikigaku dan soseigaku eno tebiki(
Book
)
5 editions published in 1967 in Japanese and held by 4 WorldCat member libraries worldwide
5 editions published in 1967 in Japanese and held by 4 WorldCat member libraries worldwide
Dynamic response of systems with structural damping by
Stephen H Crandall(
Book
)
2 editions published in 1961 in English and held by 3 WorldCat member libraries worldwide
The response of simple vibratory systems containing structural damping is studied analytically when the excitation is an impulse and when the excitation is stationary random vibration. It is found that in a strict sense the assumption of ideal structural damping represents a physically unrealizable model because a small precursor response occurs before the application of an impulsive load. For stationary random excitation exact solutions for the mean square response are compared with approximate solutions obtained from two increasingly accurate "equivalent viscous" substitutes for structural damping
2 editions published in 1961 in English and held by 3 WorldCat member libraries worldwide
The response of simple vibratory systems containing structural damping is studied analytically when the excitation is an impulse and when the excitation is stationary random vibration. It is found that in a strict sense the assumption of ideal structural damping represents a physically unrealizable model because a small precursor response occurs before the application of an impulsive load. For stationary random excitation exact solutions for the mean square response are compared with approximate solutions obtained from two increasingly accurate "equivalent viscous" substitutes for structural damping
McGrawHill Series in Engineering Sciences. S.H. Crandall and P.M. Naghdi, consulting editors by
Stephen H Crandall(
Book
)
1 edition published in 1957 in English and held by 2 WorldCat member libraries worldwide
1 edition published in 1957 in English and held by 2 WorldCat member libraries worldwide
Random vibration of systems with nonlinear restoring forces by
Stephen H Crandall(
Book
)
1 edition published in 1961 in English and held by 2 WorldCat member libraries worldwide
Two procedures are discussed for studying the response of nonlinear systems to random excitation. The FokkerPlanck method is potentially applicable to a wide class of problems but the integrations required have only been effected in a few special cases. The equivalent linearization method is easy to carry out but is limited to small nonlinearities. It is demonstrated that to first order in the nonlinearity the equivalent linearization estimate of mean square stationary response is identical with that provided by the FokkerPlanck equation. A new equivalent linearization procedure for estimating the expected frequency of zero crossings in the random response is described and shown to give the same result as the FokkerPlanck equation
1 edition published in 1961 in English and held by 2 WorldCat member libraries worldwide
Two procedures are discussed for studying the response of nonlinear systems to random excitation. The FokkerPlanck method is potentially applicable to a wide class of problems but the integrations required have only been effected in a few special cases. The equivalent linearization method is easy to carry out but is limited to small nonlinearities. It is demonstrated that to first order in the nonlinearity the equivalent linearization estimate of mean square stationary response is identical with that provided by the FokkerPlanck equation. A new equivalent linearization procedure for estimating the expected frequency of zero crossings in the random response is described and shown to give the same result as the FokkerPlanck equation
Random vibration of beams by
Stephen H Crandall(
Book
)
1 edition published in 1961 in English and held by 2 WorldCat member libraries worldwide
The calculated response of a uniform beam to stationary random excitation depends greatly on the dynamical model postulated, on the damping mechanism assumed and on the nature of the random excitation process. To illustrate this, the mean square deflections, slopes, bending moment and shear forces have been compared for four different dynamical models, with three different damping mechanisms, subjected to a distributed transverse loading process which is uncorrected spacewise and which is either ideally, "white" timewise or bandlimited with an upper cutoff frequency. The dynamic models are the BernoulliEuler beam, the Timoshenko beam and two intermediate models, the Rayleigh beam and a beam which has the shear flexibility of the Timoshenko beam but not the rotary inertia. The damping mechanisms are transverse viscous damping, rotary viscous damping and Voight viscoelasticity. It is found that many of the mean square response quantities are finite when the excitation is ideally white (i.e., when the input has infinite mean square), however some of the responses are unbounded. For these cases the rate of growth of the response as the cutoff frequency of the excitation is increased is obtained
1 edition published in 1961 in English and held by 2 WorldCat member libraries worldwide
The calculated response of a uniform beam to stationary random excitation depends greatly on the dynamical model postulated, on the damping mechanism assumed and on the nature of the random excitation process. To illustrate this, the mean square deflections, slopes, bending moment and shear forces have been compared for four different dynamical models, with three different damping mechanisms, subjected to a distributed transverse loading process which is uncorrected spacewise and which is either ideally, "white" timewise or bandlimited with an upper cutoff frequency. The dynamic models are the BernoulliEuler beam, the Timoshenko beam and two intermediate models, the Rayleigh beam and a beam which has the shear flexibility of the Timoshenko beam but not the rotary inertia. The damping mechanisms are transverse viscous damping, rotary viscous damping and Voight viscoelasticity. It is found that many of the mean square response quantities are finite when the excitation is ideally white (i.e., when the input has infinite mean square), however some of the responses are unbounded. For these cases the rate of growth of the response as the cutoff frequency of the excitation is increased is obtained
Rotor dynamical instability : presented at the applied mechanics, bioengineering and fluids engineering conference ; held
in Houston (Tex.), June 2022, 1983 ; sponsored by the Applied Mechanics Division of the American Society of Mechanical Engineers(
Book
)
1 edition published in 1983 in English and held by 2 WorldCat member libraries worldwide
1 edition published in 1983 in English and held by 2 WorldCat member libraries worldwide
McGrawHill series in engineering sciences(
)
in English and held by 2 WorldCat member libraries worldwide
in English and held by 2 WorldCat member libraries worldwide
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Associated Subjects
AirplanesJet propulsion Crandall, Stephen H Damping (Mechanics) Dynamics Engineering EngineeringData processing Engineering mathematics Girders GirdersVibration Mathematical analysis Mathematical physics Mechanics, Applied Nonlinear oscillations Nonlinear systems Random vibration Rockets (Aeronautics) Scaling laws (Statistical physics) Solids Strength of materials Vibration Vibration (Aeronautics) Vibration (Aeronautics)Damping
Alternative Names
Stephen H. Crandall Amerikaans ingenieur (19202013)
Stephen H. Crandall amerikansk ingeniør
Stephen H. Crandall amerikansk ingenjör
Stephen H. Crandall USamerikanischer Ingenieurwissenschaftler für Mechanik
Stephen Harry Crandall
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