Morphological Design and Mechanical Study of an Integrated Retractable Cable Truss and Reciprocal Structure

This paper proposes a retractable cable-driven reciprocal truss structure consisting of a cable-truss system with sliding cables and a reciprocal truss system. Adjusting the cable lengths in the cable-truss system drives the opening and closing motion, while the reciprocal truss carries the panel dead loads and live loads. The structure exploits the flexibility of cables by replacing multiple independent cables with continuous cables, thereby reducing the number of driving motors. Additionally, the cables are connected to the inner ring nodes of the triangular truss, thereby modifying the support conditions of the truss. This connection reduces the influence of external loads on structural deformation and consequently lowers the self-weight required to resist deformation, thereby helping to maintain structural stability during opening and closing. A finite element model of the structure is established using ANSYS to analyze the influence of different parameters on its mechanical performance, and the closing process is simulated by adjusting the cable lengths. Numerical results show that the proposed structure meets the design requirements.

Authors

Institutions

Publication Details

Journal
Buildings
Published
2026-06-29
DOI
https://doi.org/10.3390/buildings16132600
Primary Topic
Structural Analysis and Optimization
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Morphological Design and Mechanical Study of an Integrated Retractable Cable Truss and Reciprocal Structure

Shuo Ma, Huanjian Liu, Md Mahmudul Islam
Buildings
Structural Analysis and Optimization
article

Morphological Design and Mechanical Study of an Integrated Retractable Cable Truss and Reciprocal Structure

Shuo Ma, Huanjian Liu, Md Mahmudul Islam
article en

Abstract

This paper proposes a retractable cable-driven reciprocal truss structure consisting of a cable-truss system with sliding cables and a reciprocal truss system. Adjusting the cable lengths in the cable-truss system drives the opening and closing motion, while the reciprocal truss carries the panel dead loads and live loads. The structure exploits the flexibility of cables by replacing multiple independent cables with continuous cables, thereby reducing the number of driving motors. Additionally, the cables are connected to the inner ring nodes of the triangular truss, thereby modifying the support conditions of the truss. This connection reduces the influence of external loads on structural deformation and consequently lowers the self-weight required to resist deformation, thereby helping to maintain structural stability during opening and closing. A finite element model of the structure is established using ANSYS to analyze the influence of different parameters on its mechanical performance, and the closing process is simulated by adjusting the cable lengths. Numerical results show that the proposed structure meets the design requirements.

BuildingsVol. 16(13)
Zhejiang University of Technology (CN)
National Natural Science Foundation of China, Natural Science Foundation of Zhejiang Province, Fundamental Research Funds for the Provincial Universities of Zhejiang
Openalex Percentile: Top 12%
Structural Analysis and Optimization
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.