Ultimate Load Capacity Analysis of Q690 High-Strength Steel KK-Type Tube–Gusset Plate Connections-Reference-Cited by-同舟云学术

Ultimate Load Capacity Analysis of Q690 High-Strength Steel KK-Type Tube–Gusset Plate Connections

Published:2019-08 Issue:8 Volume:145 Page:04019074
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sun Qing¹,Qu Songzhao²,Wu Xiaohong³

Affiliation:

1. Professor, School of Human Settlements and Civil Engineering, Xi’an Jiaotong Univ., Xi’an, Shaanxi 710049, China (corresponding author).

2. School of Human Settlements and Civil Engineering, Xi’an Jiaotong Univ., Xi’an, Shaanxi 710049, China; School of Civil and Traffic Engineering, Henan Univ. of Urban Construction, Pingdingshan, Henan 467000, China.

3. Associate Professor, School of Aerospace, Xi’an Jiaotong Univ., Xi’an, Shaanxi 710049, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002363

Reference33 articles.

1. Research Progress on the Mechanical Property of High Strength Structural Steels

2. Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method

3. Experimental study and theoretical analysis of ultimate strength of steel tubular K-joints of tall towers;Bao K.;Eng. Mech.,2008

4. Parametric study and design of the ultimate strength of tube-gusset plate connections;Cheng R.;J. Civ. Archit. Environ. Eng.,2009

5. Experimental investigation and parametric studies on ultimate strength of K-type tube-gusset plate connections in transmission towers;Deng H.;J. Tongji Univ. (Nat. Sci.),2014

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