( Vol 47 , Issue 01 ) | 25 Apr 2026
( Vol 47 , Issue 01 ) | 30 Apr 2026
Jianzhu Jiegou Xuebao/Journal of Building Structures (ISSN:1000-6869) is a monthly peer-reviewed scopus-indexed journal from 1982 to present. The publisher of this journal is Science China Press. Jianzhu Jiegou Xuebao/Journal of Building Structures committed to gathering and disseminating excellent research achievements. The journal welcomes all kind of research/review/abstract papers regarding Engineering: Building and Construction, Civil and Structural Engineering .
In order to investigate the seismic performance of low ductility RC columns strengthened with textile-reinforced concrete (TRC) composites, low-cycle reversed loading tests were carried out on six column specimens strengthened with TRC and two control column specimens without TRC. The effects of the textile reinforced layers, shear span ratio, axial compression ratio and stirrup ratio on the seismic failure modes of RC columns were studied. The effects of TRC strengthening on the bearing capacity, deformation behavior, load-displacement curve and energy dissipation capacity of low ductility
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At present, for the design of the cable-net-stiffened air-supported membrane structures, the model is usually simplified so that the cable-net and the membrane surface are directly connected, ignoring the friction and slip at the surface. This simplification has caused great hidden risks for the design safety of the membrane structures. Therefore, using the ANSYS software, the frictional slip between the cable and membrane of the air-supported membrane structure was considered as a contact problem. A contact model was established, and the initial shape analysis and the analysis on wind load
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The aeroelastic effect is very significant for super high-rise buildings under the action of strong winds, due to their lightweight nature and high flexibility. The angle of horizontal winds varies with the height, which leads to significant changes to the wind loads and wind-induced responses of super high-rise buildings. Therefore, aeroelastic model tests of a square-sectional thousand-meter-scale super high-rise building under twisted wind flow with a total wind twist angle of 25° and the equivalent straight wind flow were conducted in a boundary wind tunnel. Based on the experimenta
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In practical engineering applications, the direction of the incoming wind of the two square cylinders structures arranged in line is random. In order to fully and accurately grasp the variation law of the aerodynamic characteristics of the two square cylinders with the wind direction. Firstly, the time histories of aerodynamic coefficients for the two square cylinders at different spacing ratios (i.e., the ratios of the center-to-center distance between the two cylinders to the width of the cylinders (L/D), ranging from 1.2 to 8) under different wind directions (i.e., wind direction angle &
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The 5·18 vibration event of Saige Plaza Building indicates the importance of vortex-induced vibrations (VIV) of large cross-section pipes severing as the mast at the top of Saige Plaza Building. Based on the design documents and field measurements of the mast, two finite element models of the twin-mast were established for design conditions and actual stiffness degradation conditions, respectively. The wind-induced vibrations of these two models were analyzed and compared based on the aerodynamic loads derived from the computational fluid dynamics (CFD) simulation of wind flow around
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