Abstract: A methodology to develop analytically the deflection function characterizing the behavior of bridge decks in which the concrete slab rests on top of a network of steel beams is presented. The systems analyzed are categorized ...

Abstract: This paper presents an approach toward formulating analytical models to predict the moment-rotation hysteresis behavior of top and seat angle connections. Experimental results obtained from 12 top and seat angle connection ...

Abstract: Finite element modeling is used to develop prediction equations characterizing the general behavior of extended stiffened end‐plate connections that can be used for heavier beams in steel building frames. Salient features ...

Abstract: A finite element procedure for the dynamic analysis of rigid airport pavements with discontinuities is presented. The analysis procedure considers the dynamic interaction between aircraft and a rigid pavement. The rigid ...

Abstract: In this paper, a differential quadrature method is presented for computation of the fundamental frequency of a thin rectangular isotropic elastic plate with variable thickness. In this method, a partial derivative of a ...

Abstract: The writers are concerned with the free vibration of discrete undamped linear dynamic systems commonly designed in structural engineering. The primary purpose is to present a rational method for improving the natural modes ...

Abstract: The results of a series of finite-element (FE) simulations and experimental studies are used to develop two prying models that predict the failure strength of thick-flange built-up T-stub connections with complete joint ...