[Extract] Foundations that support vibrating equipment experience rigid body displacements. The cyclic displacement of a foundation can have six possible modes (Figure 11.1): 1. Translation in the vertical direction 2. Translation in the longitudinal direction 3. Translation in the lateral direction 4. Rotation about the vertical axis (yawing) 5. Rotation about the longitudinal axis (rocking) 6. Rotation about the lateral axis (pitching) In this chapter, the fundamentals of the vibration of foundations in various modes supported on an elastic medium will be developed. The elastic medium that supports the foundation is considered to be homogeneous and isotropic. In general, the behavior of soils departs considerably fr...
Free vibrations of straight beams which are partially supported by an elastic foundation are analyze...
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting ...
Design of machine foundations requires the prediction of the dynamic response of the foundation sys...
The authors present analytical and numerical solutions to the problem of vibrations of deep foundati...
Includes bibliographical references (pages 149-150)Vibration developed by operating machinery produc...
This paper presents an experimental study on the dynamic response of the rectangular foundation, und...
The purpose of this paper is experimentally to estimate the equivalent spring and dampingconstants o...
The paper is concerned with the interaction between structures and ground. The system treatedhere in...
AbstractCalculation scheme of solid multi-layered base of the embedded foundation is offered for des...
The artcle presents a dymanic model of a base of a structure that takes account of interal propertie...
It is the purpose of this thesis to review, and to evaluate to a degree, some of the current theorie...
Recent research on soil dynamics and machine foundations has revealed that there are correct design ...
Using the theory of elasticity, values of stiffness coefficients for vertical and horizontal modes a...
Includes bibliographical references (pages 124-130)The design of machine foundations supporting dyna...
The recent earthquakes experience enhanced the important of earthquake engineering related study. T...
Free vibrations of straight beams which are partially supported by an elastic foundation are analyze...
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting ...
Design of machine foundations requires the prediction of the dynamic response of the foundation sys...
The authors present analytical and numerical solutions to the problem of vibrations of deep foundati...
Includes bibliographical references (pages 149-150)Vibration developed by operating machinery produc...
This paper presents an experimental study on the dynamic response of the rectangular foundation, und...
The purpose of this paper is experimentally to estimate the equivalent spring and dampingconstants o...
The paper is concerned with the interaction between structures and ground. The system treatedhere in...
AbstractCalculation scheme of solid multi-layered base of the embedded foundation is offered for des...
The artcle presents a dymanic model of a base of a structure that takes account of interal propertie...
It is the purpose of this thesis to review, and to evaluate to a degree, some of the current theorie...
Recent research on soil dynamics and machine foundations has revealed that there are correct design ...
Using the theory of elasticity, values of stiffness coefficients for vertical and horizontal modes a...
Includes bibliographical references (pages 124-130)The design of machine foundations supporting dyna...
The recent earthquakes experience enhanced the important of earthquake engineering related study. T...
Free vibrations of straight beams which are partially supported by an elastic foundation are analyze...
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting ...
Design of machine foundations requires the prediction of the dynamic response of the foundation sys...