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Two types of finite elements were used: the 1st was the enhanced cable element for the cable; the 2nd was the frame element for the bridge girder and the hangers.
Three type of finite elements were used: the 1st was the enhanced cable element for the cable (Ahmadi-Kashani 1983; Tibert 1999); the 2nd was the frame element for the bridge girder; and the 3rd the kinematic rigid element for the hangers.
Similar(58)
The model consists of frame elements for the columns and shell elements for the slabs, both connected with flexural and torsion hinges.
The building is modeled as a three-dimensional (3D) frame structure using frame elements for columns, longitudinal beams, and transverse beams and shell element for slabs.
However, modeling of R/C buildings using frame elements for columns and/or SWs overestimates the fundamental periods of R/C buildings.
The building is modeled as 3D frame structure using frame elements for columns, longitudinal beams and transverse beams, shell element for slabs and raft and spring element for soil.
Significant benefits are found in using force-based frame element models for both response and response sensitivity analysis in terms of trade-off between accuracy and computational cost.
In the SAP2000 model, an elastic three dimensional (3D) frame element was adopted for modeling the piles.
In the SAP2000 model, an elastic three-dimensional (3D) frame element was adopted for modeling the steel piles.
A cracked span length frame element has been proposed for service load analysis of composite frames consisting of steel columns and steel-concrete composite beams.
The modeling of the superstructure was designed as for a frame element, and Isolator1 element was used to perform local nonlinear modeling of the isolation device.
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