Analysis for Effect of Different Arrangement and Connection Modes of Vertically Diagonal Tie Rods on Shelf Structures of Three-Dimension Warehouses

PENG Haokun; DU Bin; HE Jionghui; HE Chunbao

doi:10.13204/j.gyjzG21062206

Volume 53 Issue 7

Jul. 2023

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PENG Haokun, DU Bin, HE Jionghui, HE Chunbao. Analysis for Effect of Different Arrangement and Connection Modes of Vertically Diagonal Tie Rods on Shelf Structures of Three-Dimension Warehouses[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 79-83. doi: 10.13204/j.gyjzG21062206

Citation:

PENG Haokun, DU Bin, HE Jionghui, HE Chunbao. Analysis for Effect of Different Arrangement and Connection Modes of Vertically Diagonal Tie Rods on Shelf Structures of Three-Dimension Warehouses[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 79-83. doi: 10.13204/j.gyjzG21062206

Citation:

PENG Haokun, DU Bin, HE Jionghui, HE Chunbao. Analysis for Effect of Different Arrangement and Connection Modes of Vertically Diagonal Tie Rods on Shelf Structures of Three-Dimension Warehouses[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 79-83. doi: 10.13204/j.gyjzG21062206

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Analysis for Effect of Different Arrangement and Connection Modes of Vertically Diagonal Tie Rods on Shelf Structures of Three-Dimension Warehouses

doi: 10.13204/j.gyjzG21062206

1. College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou 510640, China;
2. Guangdong Sunli Intelligent Logistics Equipment Co., Ltd., Dongguan 523710, China

Received Date: 2021-06-22

Abstract

Abstract

In order to study the effect of different arrangement and connection modes of vertical diagonal tie rods on the three-dimension warehouse shelf structures under static loads and earthquake action, three dimension element models vertical diagonal tie rods were established to study the variation laws of stress and displacement which arranged with double-row and single-layer diagonal rods, double-row and double-layer diagooal rods, and not arranged diagnoal rods, and different connection modes including rigidity and semi-rigidity connections. The calculation results showed that, under the action of earthquake, the arrangement of vertically diagnoal tie rods had a significant effect on the displacement and maximum stress of members. The comparison between static loads and earthquake action showed that the effect of the double-row and double-layer arrangement of vertical diagonal tie rods on the structural deformation was better than that of the double-row and single-layer arrangement. Compared with the rigid connection, the semi-rigid connection could obviously reduce the stress of members.
- shelfy of three dimension warehouse,
- vertically diagonal tie rod,
- connection method,
- static load,
- seismic analysis

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References(16)

References

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