# Vibration of Structure with Interior Hinges

*The object of this note is to demonstrate the use of the internal displacement excitation concept in analysis of the free and forced vibration of a structure modified by the addition of...*

Cone Penetration of Granular and Cohesive Soils

*The mechanics of rigid cone penetration into granular and cohesive soils is developed in three-dimensional form along limit equilibrium principles with solution sought through the method...*

Shear Stresses in Beams with Discontinuity in Depth

*The shear stresses arising in the region around a change in depth of a beam are studied. The discontinuities considered include changes with and without fillets. It is well known that...*

Pierced Shear Walls of Stepwise Variable Thickness

*The continuous connection technique is now established as a quick and accurate method for the analysis of uniform pierced shear walls, which are commonly used as the primary structural...*

Continuously Supported Cylindrical-Conical Tanks

*The bending effects in the shell arise from two primary sources: (1) the radial forces applied through the ring stiffeners; and (2) the geometrical discontinuity at the cylindrical-conical...*

Strongly Curved Finite Element for Shell Analysis

*A new curved element has been introduced for the purpose of modeling the membrane and bending behavior of strongly curved shells with arbitrary contours. The particular method used herein...*

Numerical Approximation for Reliability Analysis

*A distribution function composed of a central Gaussian portion and an exponential tail with a single point of discontinuity is proposed as a convenient representation of statistical demand...*

Design, Structural Details, and Discontinuities in Steel

Faulting Across Discontinuities in Anisotropic Rock

Series Solution to Problems in Elastodynamics

*Presented herein is a power series solution to the mixed initial and boundary value problem in three-dimensional elastodynamics. Based on the characteristic properties of the governing...*

Water Wave Over a Rectangular Channel Through a Reef

*A practical method for predicting characteristics of waves propagating over a submarine channel, of rectangular cross section, is presented. The method was based on experimental results...*

Soil Mechanics and Theorems of Limit Analysis

*An attempt is made to exhibit the plastic limit theorems in terms more familiar to the civil engineer. The interpretation of a continuous velocity region as the limiting case of infinitely...*

Abnormality Detection on Simulated Arterial Systems

*As the need exists for improvement of current techniques for detecting and evaluating disorders of the arterial system, a feasibility study was made to investigate the use of changes in...*

Analysis of Resistance in Fluvial Channel

*The variation of friction factor in fluvial channels in terms of the governing principles is examined and related to the bed forms. Laboratory measurements show that local surface drag...*

Particle-In-Cell Method Studies and Their Applications

*Methods are presented for the numerical solution of boundary value problems in which large displacements are produced in a medium. The particle-in-cell method that uses a combined Eulerian-Lagrangian...*

Periodical Gravity Wave on a Discontinuity

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Discontinuity Stresses in Beams on Elastic Foundations

*Method of analysis is presented and applied to beams or cylinders subjected to axisymmetrical loading; solution of basic cases which provide numerical constants required in proposed method;...*

Periodical Gravity Wave on a Discontinuity

*General theory is presented to study transmission and reflection of gravity waves on discontinuity to first order of approximation; effects in harbors; discussion of cases of obstruction,...*

Discontinuity Stresses in Beams on Elastic Foundations

*Method of analysis is presented and applied to beams or cylinders subjected to axisymmetrical loading; solution of basic cases which provide numerical constants required in proposed method;...*

Moments in Continuous Beams on Flexible Supports

*Adaptation of concepts developed by L.E.GRINTER and R.V.SOUTHWELL; by introducing imaginary hinges at supports, statically determinate structure is obtained; angular discontinuities are...*

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