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Browsing by Author "Shen, Yanfei"
Now showing items 1-6 of 6
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Effect of uncertainty in localized imperfection on the ultimate compressive strength of cold-formed stainless steel hollow sections
(Multidisciplinary Digital Publishing Institute, 2019-09)
Article
Open AccessStainless steel has excellent corrosion resistance properties, considerable long-term durability, and good mechanical strength. Hollow sections are a versatile and efficient form for construction applications. The use of ... -
Flexural stiffness factors for stability design of stainless steel planar frames
(Curran associates, 2021)
Conference report
Restricted access - publisher's policyThe Direct Analysis Method is the primary method for the stability design of carbon steel frames in AISC 360-16. The method refers to a second-order elastic analysis performed on members whose tangent stiffness moduli are ... -
Flexural stiffness reduction for stainless steel SHS and RHS members prone to local buckling
(2020-10)
Article
Open AccessIn this paper, flexural stiffness reduction factor formulations, applicable to stainless steel members with compact cold-formed square and rectangular hollow section (SHS and RHS), are extended to account for local buckling ... -
Geometrically non-linear analysis with stiffness reduction for the in-plane stability design of stainless steel frames
(Universitat Politècnica de Catalunya, 2019-12-02)
Doctoral thesis
Open AccessIn AISC 360-16, the Direct Analysis Method (DM) has been set as the primary method for the stability design of frames. DM, considering initial global sway imperfection, is essentially Geometrically Non-linear Analysis (GNA) ... -
Geometrically non-linear analysis with stiffness reduction for the stability design of stainless steel structures: application to members and planar frames
(2020-03)
Article
Open AccessThis paper focuses on the development of beam-column flexural stiffness reduction factor (tMN) applicable to the in-plane stability design of stainless steel beam-columns and frames with compact cold-formed square and ... -
On the influence of initial geometric imperfections and second order effects on the structural behavior of austenitic stainless steel frames
(2018)
Conference report
Restricted access - publisher's policyThis paper presents a numerical and theoretical study from an ongoing research program focused on the structural behavior of austenitic stainless steel frames. Four different rectangular hollow sections (RHS) subjected to ...
