This thesis presents a matrix analysis of structures
with semirigid connections. The stiffness factor of a
connection has been assumed to be a constant as represented
by the initial relationship of moment versus
rotation. Three cases are considered: Case I - structures
with semirigid connections, column width and beam
depth...
It has been undertaken here to use the matrix method of
structural analysis for the determination of the stability of elastically
restrained, simple portal frames. This involves the formulation of
the stiffness matrix of the structure in terms of the axial force in the
members. The stability criterion, when applied...
The structural behavior of pile groups (dolphins) is analyzed
considering two types of boundary conditions. First the individual
piles of the group are assumed to be rigidly embedded in the soil. In
the second analysis the more realistic case is considered where the
soil foundation is allowed to yield. The...
The effects of vertical ground motion are particularly significant
in the design of highway bridge girders. Conventional codes do
not recommend methods for solving the problem. The intent of this
work is to suggest an approach for such design.
A set of curves for velocity spectra which are the average...
The nonlinear response of a ten-story steel structure with semirigid
girder connections is studied under conditions of dynamic loading.
The dynamic loading used in this study is the North-South component
of the May 18, 1940 El Centro, California earthquake. To deal
with the complexity of the problem the structure is...
A need has existed for an in-depth structural analysis of penstock
bifurcations because they form an integral part of hydroelectric
power plants. Their geometrical complexity has prevented classical
structural analysis from providing an accurate and overall picture of
the stresses in the structure.
Digital computers and the development of finite...
The response of three-dimensional frames subjected to an arbitrary
dynamic force is studied. The method of mode superposition
is used to obtain the frame response solution. Two different modeling
systems are used to idealize the frame. These are the "discrete
mass system" and the "continuous mass system." For an example...
A mathematical model is developed for the analysis of circular
cell bulkheads subjected to gravity loads of cell fill, backfill, lateral
pressure, and surcharge load using the finite element method. The
finite element circular cell model consists of axisymmetric triangular
and/or quadrilateral ring elements for soil and cylindrical shell elements...
The conventional method for structural design of wood-joist
floors is over-simplified and often results in stronger and stiffer
floors than necessary. There is also a need to include in the floor
design additional criteria dealing with human response to floor vibration
such as that due to walking.
This study develops...