# Finite Deflection of Tapered Cantilevers

*The finite deflection of slender beams has been subject to considerable attention in the past. Closed-form solution exits in the form of elliptical integrals for the simple case of a uniform...*

Buckling of Cantilever Bars on Elastic Foundations

*Legendre polynomials in conjunction with the Galerkin procedure are used to determine the buckling loads of cantilever bars supported laterally by an elastic foundation. The numerical...*

The Optimal Euler-Bernoulli Cantilever

*This paper is concerned with achieving realistic optimal designs for Euler-Bernoulli cantilevers. The objective is to maximize the load to maximum deflection ration for a specified length...*

Computer Analysis of Segmentally Erected Bridges

*Prestressed box girder bridges erected by segmental cantilevering must be designed and analyzed for the conditions existing at each stage of erection. A computer oriented analysis technique...*

Stability of Cantilever Shells under Wind Loads

*Static stability analysis of clamped-free cylindrical shells subjected to wind pressure is presented, using the energy theory of buckling. The criterion used is the vanishing of the second...*

Dynamic Response of Cantilevers with Attached Masses

*Using generalized functions, the frequency equation for free vibrations of a cantilever beam-column having rotational and translational springs at its support, and carrying concentrated...*

Torsion in Beams with Open Sections

*The interaction of bending and torsion in laterally unsupported beams of I or WF sections was studied and the results were presented in a series of curves for practical use. The beams...*

Stiffness Center Method

*A approximate analysis of rigid frames using a new concept, called the stiffness center, is presented. It has been shown that when a skeletal elastic system is idealized as a configuration...*

Inelastic Shear Deflection of Steel Beams

*The effect of shear on the deflection response and on the redistribution of moments in beams is presented. Three types of beams are treated: simple, propped cantilever, and fixed. The...*

Stress Analysis of Group of Interconnect Thin-Walled Cantilevers

*The longitudinal axes of the cantilevers are assumed to be parallel while the main axes of the cross sections may have arbitrary directions. In addition to rigid diaphragms the flanges...*

Three-Dimensional Interaction of Walls and Frames

*The three-dimensional interaction of several plane walls, open section walls, and plane frames is studied under the action of horizontal forces. Walls are taken to have infinite shear...*

Direct Search Optimization Method

*A nongradient direct search procedure is presented to treat general structural optimization problems, in which the independent design variables are discrete in nature. The procedure combines...*

Forced Vibration of Class of Nonlinear Dissipative Beams

*An exact solution employing a Galerkin-type approach is presented for the steady-state motion of a class of dissipative Bernoulli-Euler beams provided with nonlinear auxiliary mass dampers....*

Taper Cantilevers with Varying Distributed Loads

*Many investigators have considered the problems of cantilever beams undergoing large deflections. Barton and Bisshopp and Drucker solved exactly a cantilever carrying a concentrated load...*

Cantilever Cylindrical Shells under Assumed Wind Pressures

*A complete analysis is presented for the problem of cantilever cylindrical shells (clamped at the base and free at the top) subjected to wind pressures. Donnell's shell theory...*

Column Supported by Side-Beams

*A buckling analysis for an axially compressed column fixed at one end and supported by two equal side-by-side cantilever beams showed that if the other end of the column is free, the buckling...*

Wind Loads for National Airlines Hangar in Miami

*A wind tunnel test was conducted which provides a rational basis upon which the design of the cantilever portion of the hangar roof and the roof covering can be based. The test results...*

Stability of Monosymmetric Beams and Cantilevers

*There is a shortage of information on the elastic flexural-torsional buckling of monosymmetric cantilevers, while some differences of opinion exist on the effects of monosymmetry. The...*

Design of Cable-Stayed Girder Bridges

*Cable-stayed girder bridges offer a soothing appearance to many landscapes and are economical for bridge spans ranging from 750 ft. to about 1500 ft. They are suitable for cantilever method...*

Buckling of Lateral Restrained Thin-Walled Cantilevers of Open Cross Section

*Herein is a method for determining the buckling load of lateral and torsional restrained thin walled cantilever of open cross section under uniform distributed axial load. It is assumed...*

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