Tensile behavior of cruciform stubs with staggered bolt patterns

Author:

Wang Peng,Xu Jing,Li Jianxin,Yu Lie

Funder

South China University of Technology

State Key Laboratory of Subtropical Building Science

National Natural Science Foundation of China

Basic and Applied Basic Research Foundation of Guangdong Province

Guangdong Provincial Natural Science Foundation

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference41 articles.

1. The design and seismic performance of low-rise long-span frames with semi-rigid connections;Aksoylar;J. Constr. Steel Res.,2011

2. Seismic performance assessment of multi-story steel frames with curved dampers and semi-rigid connections;Fathizadeh;J. Constr. Steel Res.,2021

3. Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario;Yang;Eng. Struct.,2013

4. Modeling of bolted endplate beam-to-column joints with various stiffeners;Merad Boudia;J. Constr. Steel Res,2020

5. Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row;Prinz;Eng. Struct.,2014

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1. Improving the T-stub component behavior tied to a rigid base;Journal of Constructional Steel Research;2023-12

2. Optimization of Bolted Joints: A Literature Review;Metals;2023-10-07

3. Investigating the prying force magnitude and location in the T-stub connection based on the energy method;Engineering Structures;2023-04

4. Numerical and theoretical analysis of staggered cruciform stubs;Journal of Constructional Steel Research;2022-10

5. Tensile behavior of cruciform stubs with four bolts per row;The Structural Design of Tall and Special Buildings;2022-09-27

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