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RISEuler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope
Publisher: ASCE
Abstract: Piles are sometimes unavoidably embedded in slopes for supporting buildings on hills. In contrast to a pile on a horizontal ground, a pile in slope is acted on by additional sliding force from the slope, impairing its ...
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections
Publisher: ASCE
Abstract: When designing steel members with nonsymmetric cross sections, it is essential to consider twisting effects when performing stability checks via second-order analysis according to the ANSI/AISC 360-22. Existing line-element ...
Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections
Publisher: American Society of Civil Engineers
Abstract: A new and advanced beam-column element, namely the curved tapered-three-hinges (TTH) beam-column element, is proposed in this paper. The present element can perform large deformation analysis and explicitly simulate the ...
Second-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections
Publisher: American Society of Civil Engineers
Abstract: A new and advanced beam-column element, namely the curved tapered-three-hinges (TTH) beam-column element, is proposed in this paper. The present element can perform large deformation analysis and explicitly simulate the ...
Efficient Beam–Column Finite-Element Method for Stability Design of Slender Single Pile in Soft Ground Mediums
Publisher: ASCE
Abstract: Slender single piles are extensively used but susceptible to buckling when embedded in soft ground mediums. Owing to the complexity of soil properties, the soil-structure interaction (SSI) response is sometimes very ...
Three-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model
Publisher: ASCE
Abstract: Due to the complicated geological conditions and complex loads, the pile–soil interaction is a three-dimensional (3D) and highly nonlinear problem. Conventional numerical models have deficiencies to model the nonlinear ...