Static test and theoretical study on semirigid pin joint for modular steel reticulated shell-Reference-Cited by-同舟云学术

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Static test and theoretical study on semirigid pin joint for modular steel reticulated shell

Published:2022-03-02 Issue:11 Volume:31 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Structural Design Tall Build

Author:

Zhang Ai‐Lin¹²,Li Chong¹²,Zhang Yan‐Xia³,Liu Xue‐Chun¹²^ORCID

Affiliation:

1. College of Architecture and Civil Engineering Beijing University of Technology Beijing China

2. Beijing Engineering Research Center of High‐Rise and Large‐Span Pre‐Stressed Steel Structures Beijing China

3. School of Civil and Traffic Engineering Beijing University of Civil Engineering and Architecture Beijing China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1932

Reference40 articles.

1. Direct evaluation of the buckling loads of semi-rigidly jointed single-layer latticed domes under symmetric loading

2. Numerical model and experimental tests on single-layer latticed domes with semi-rigid joints

3. A new proportioning method for member sections of single layer reticulated domes subjected to uniform and non-uniform loads

4. Effect of joint stiffness on the stability of cable-braced grid shells

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Rotational Stiffness Investigation and Parametric Analysis of a Novel Assembled Joint in Lattice Shells;Buildings;2024-01-17

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