Experimental research on the stability bearing capacity of Q420 high-strength steel tubular members

Li, Buhui; Cao, Ping; Zhang, Dachang; Xu, Tao

doi:10.1201/b19383-21

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Plain Wall System1

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“…Lee and Darry [15] have studied the use of internal ring stiffness to enhance the strength of tubular joints. Liu et al [16] have studied the effects of the inner and outer stiffeners and splice plates jointed with high-strength bolts on the stability bearing capacity and the failure mode of the steel box column and an axial compression model tests have been carried. The experimental results show that the steel box column was destroyed due to the whole bending instability.…”

Section: Plain Wall Systemmentioning

confidence: 99%

A Background Study on Plain Wall System

Yee¹,

Choong²,

Rohim³

2013

IJET

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Abstract-Plain wall system is a system suitable for use in the field of high rise building where the main load resisting system is in the form rigidly connected wall slab member. Concrete vertical walls may serve both architecturally partitions and structurally to carry gravity and lateral loading. Moment transfer of joint is an important aspect for proper structurally functioning of plain wall system. Hence, the main aim of this study is to review literature from other researchers on plain wall system. Index Terms-Plain wall system, high rise building and moment.

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Section: Plain Wall Systemmentioning

confidence: 99%