Strengthening strategies against the progressive collapse of steel frames with extended end-plate connections

B Meng, F Li, W Zhong, Y Zheng, Q Du - Engineering Structures, 2023 - Elsevier
In this paper, a new type of the strengthened strategy for the limited anti-collapse capacity of
extended end-plate connections (EECs) is proposed. Bending stiffened steel plates (BSSPs) …

Effect of various boundary constraints on the collapse behavior of multi-story composite frames

Z Tan, W Zhong, B Meng, Y Zheng, S Duan - Journal of Building …, 2022 - Elsevier
Previous studies on the influence of boundary constraints on the structural collapse behavior
have primarily focused on single-story sub-assemblages, and the limited research on multi …

Critical collapse deformation of 3-D steel frame with composite floor system

YH He, GQ Li, JZ Zhang, BH Jiang, J Zhang - Journal of Constructional …, 2023 - Elsevier
Determination of the CCD (critical collapse deformation) for frame structures is crucial to
calculate their final collapse resistance due to a column loss. This paper studies the CCD of …

Comparative study on collapse behavior of modular steel buildings: Experiment and analysis

ZW Yu, WL Ma, JZ Zhang, Z Tian - Thin-Walled Structures, 2025 - Elsevier
With the increasing adoption of modular construction technology, understanding the
modular steel buildings' collapse mechanisms has become crucial. This study presents …

Progressive collapse resistance of cable net structures

A Vaezzadeh, KM Dolatshahi - Journal of Constructional Steel Research, 2022 - Elsevier
This study investigates the collapse resistance of the cable net structures. Compared to
conventional structures, the analysis of the cable net structures is rather complicated due to …

Numerical investigation of collapse behavior of steel–concrete composite frames containing corrugated webs with and without openings

W Zhong, Z Tan, B Meng, Y Chou, Y Zheng… - Journal of Building …, 2023 - Elsevier
As an alternative to flat webs (FWs), corrugated webs (CWs) in composite beams have been
employed extensively in steel construction systems. However, the collapse behavior of steel …

Quantification of the critical displacement initiating collapse of steel moment frames due to an interior column loss

JZ Zhang, GQ Li, YZ Wang, H Li - Journal of Building Engineering, 2022 - Elsevier
Quantification of the critical collapse displacement is important to establish the collapse-
resistant design method for the steel frame under a column-removal scenario. In this paper …

Rapid evaluation of structural soundness of steel frames using a coupling coefficient (CC)‐based method

SD Shen, M Kurata - Earthquake Engineering & Structural …, 2023 - Wiley Online Library
A method is proposed for evaluating the post‐earthquake condition of steel frame structures
based on the coupling coefficient (CC). The CC is an index that reflects the internal force …

Progressive collapse behaviour assessment of steel frame structures–a review

S Lavendra, P Kumar… - IOP conference series …, 2021 - iopscience.iop.org
In building construction, steel structures are favoured as they have some advantageous
properties, such as high strength, light weight and high construction performance. However …

Determination of critical collapse resistance of steel framed-structure: Fast manual calculation

JZ Zhang, YH He, WJ Zhang, GQ Li, J Zhang… - Journal of Building …, 2024 - Elsevier
This paper proposes a fast manual calculation method for determining the critical collapse
resistance (CCR) of steel frame structures caused by an edge column loss. The critical …