Generalization of the Successive Approximations Method
Method of successive approximation for rigid frames whose joints are not points or infinitely small areas, but areas of limited dimensions, which at analysis of rigid frame, are taken...

Matrix Formulation of Slope-Deflection Equations
Simple systematic way to write slope-deflection equations in matrix form; with use of electronic computer, method will expedite exact analysis of complex rigid frames under many loading...

Design of Pier Bent and Rigid Frames by a Computer
Basic approach and procedure of using moment distribution in design analysis of bridge pier bent or rigid frame by electronic computation; effects of standard loadings can be automatically...

Load Distribution in Highway Bridge Decks
Method for calculating distribution of longitudinal moments, deflections, etc, based on assumption that transverse system can be replaced by uniform medium of same total flexural rigidity;...

A Pressure Line Concept for Inelastic Bending
The concept of the pressure line, useful for arches and rigid frames, is developed for quickly estimating the effects of plasticity on the behavior of structural elements subjected to...

The Lateral Buckling Rigidity of Suspension Bridges
Behavior of suspended structure under lateral loads is shown to depend upon values of three dimensionless parameters; curves presented for moment, shear, and deflection coefficients as...

The Pressure Line and the Inelastic Buckling of Columns
Pressure line concept developed for elastic arches and rigid frames and for inelastic deformations of structural elements in length is applicable to studies of inelastic behavior of columns...

Lateral Deflections and Stresses in Building Frames
Method of analyzing multistory rigid frames for deflections and stresses caused by lateral loads; analysis is based on structural properties of frame members and gives answers in same...

The Design of Rigid Frame Bents
Comparison of three different methods of solution available for determination of bending moments and shears in unsymmetrical rigid frame bent subjected to concentrated vertical load; same...

A General Method of Analysis of Rigid Frames
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Structural Rigidity in Calculating Settlements
Solution of problem of interaction between structure and foundation soil is consistent with orthodox concepts in structural and foundation engineering; simplified process results from...

The Load Distribution in Highway Bridge Decks
Method for calculating distribution of longitudinal moments, deflections, etc, based on assumption that transverse system can be replaced by uniform medium of same total flexural rigidity;...

Response of a Rigid Frame to a Distributed Transient Load
Structure studied from standpoint that it is continuous system having distributed mass; time dependent relations for deflection and moment developed and these quantities computed; in structure...

Internal Ties in Slope Deflection and Moment Distribution: Internal Ties in Slope Deflection and Moment Distribution
Procedure for use in slope deflection and moment distribution methods of analysis when joints of rigid frame are free to translate makes use of imaginary internal ties; in moment distribution...

Simplified Analysis of Rigid Frames
Procedure to reduce time required to analyze rigid frames is presented; formulas for balanced moments at joints of four types of rigid frames are derived, and coefficients from formulas...

A General Method of Analysis of Rigid Frames
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Stresses in the Corners of Rigid Frames
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A Method for Calculating Stresses in Rigid Frame Corners
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Effects of Radiant Heat on Reinforced-Concrete Rigid Frames
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Rigidity and Aerodynamic Stability of Suspension Bridges
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