# 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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