Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects

AHA Abdelrahman, S Lotfy, SW Liu - Engineering Structures, 2022 - Elsevier
With advancements in manufacturing technology, steel members can be innovatively
fabricated in nonsymmetric section shapes and tapered along the length to bring certain …

Experiments on long-span cold-formed steel single C-section portal frames

R Rinchen, KJR Rasmussen - Journal of Structural Engineering, 2020 - ascelibrary.org
This paper presents a series of full-scale tests on long-span cold-formed steel single C-
section portal frames subjected to gravity load and combined gravity and lateral load. The …

Collapse test and moment capacity of the Ruytenschildt reinforced concrete slab bridge

E Lantsoght, C van der Veen, A de Boer… - Structure and …, 2017 - Taylor & Francis
A large number of existing reinforced concrete solid slab bridges in the Netherlands are
found to be insufficient for shear upon assessment. However, research has shown additional …

A decommissioned wind blade as a second-life construction material for a transmission pole

AA Alshannaq, LC Bank, DW Scott, R Gentry - Construction Materials, 2021 - mdpi.com
This paper demonstrates the concept of adaptive repurposing of a portion of a
decommissioned Clipper C96 wind turbine blade as a pole in a power transmission line …

Second-order dynamic time-history analysis of beam-columns with nonsymmetrical thin-walled steel sections

WL Gao, AHA Abdelrahman, SW Liu, RD Ziemian - Thin-Walled Structures, 2021 - Elsevier
An accurate structural analysis is a fundamental requirement for modern design.
Nevertheless, this is often difficult for systems comprised of thin-walled members, mostly …

Simulation of thin-walled members with arbitrary-shaped cross-sections for static and dynamic analyses

AHA Abdelrahman, S Liu, YP Liu… - International Journal of …, 2020 - World Scientific
The main objective of this paper is to validate a finite-element (FE) modeling protocol to
simulate thin-walled members for static and dynamic analyses. Arbitrary-shaped cross …

Cold-formed steel ledger-framed construction floor-to-wall connection behavior and strength

D Ayhan, BW Schafer - Journal of Constructional Steel Research, 2019 - Elsevier
The objective of this paper is to investigate the moment-rotation behavior of floor-to-wall
connections used in ledger-framed cold-formed steel building construction with full-scale …

Comprehensive stability design of planar steel members and framing systems via inelastic buckling analysis

DW White, WY Jeong, O Toğay - International Journal of Steel Structures, 2016 - Springer
This paper presents a comprehensive approach for the design of planar structural steel
members and framing systems using a direct computational buckling analysis configured …

[HTML][HTML] An educational gui-based software for dynamic analysis of framed structural models

CHB Resende, PC Lopes, RL Rangel, LFP Muñ… - Journal of Software …, 2023 - scirp.org
This paper introduces a new version of the open-source educational software, LESM (Linear
Elements Structure Model), developed in MATLAB for structural analysis of one-dimensional …

Strength and behavior of advanced high strength steel structural components

C Ding - 2022 - jscholarship.library.jhu.edu
Abstract Advanced High Strength Steel (AHSS) is the next generation of steel for cold-
formed steel (CFS) construction. With the superior strength of AHSS, the design space of …