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Jianzhu Jiegou Xuebao/Journal of Building Structures

Submission Dateline

( Vol 47 , Issue 01 ) | 25 Apr 2026

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Hour
Min
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Publication Date

( Vol 47 , Issue 01 ) | 30 Apr 2026

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Scopus Index (2026)

Jianzhu Jiegou Xuebao/Journal of Building Structures

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 .

Aim And Scopes

Jianzhu Jiegou Xuebao/Journal of Building Structures

1. Building and Construction

2. Civil and Structural Engineering

Latest Journal

Jianzhu Jiegou Xuebao/Journal of Building Structures

Experimental study on fire resistance performance of bolted glued laminated bamboo spliced connections subjected to axial loading

In this paper, nine axially loaded bolted glued laminated bamboo connection specimens were designed and tested at normal temperature and in fire to investigate the fire endurance of spliced connections subjected to axial loading. The test parameters included connection type, bolt end distance and load ratio. The fire endurance was determined based on the test results. The results indicate that the bolt end distance has an important influence on the failure modes of the specimens tested at normal temperature. Splitting failure perpendicular to the bamboo grain direction and longitudinal shea

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Experimental study on mechanical properties of corroded Q355 weathering steel at high temperature

In order to study the evolution of mechanical properties of corroded steel at high temperature, high temperature tensile tests were conducted on 12 mm thick Q355 weathering steel that had been in service for 10 years. The damage morphology, stress-strain curve and mechanical property degradation law of corroded steel at different temperatures were discussed. A numerical analysis model considering the surface morphology of corroded steel was established using three-dimensional reverse reconstruction technology. The development law of surface stress of corroded steel at different temperatures

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Research on seismic performance of waste glass autoclaved aerated concrete masonry walls

In this paper, to improve the utilization rate of waste glass and expand its application in the field of construction, waste glass was ground into powder to replace quartz sand in the preparation of autoclaved aerated concrete blocks. Experimental research and finite element analysis were conducted on the seismic performance of waste glass autoclaved aerated concrete masonry walls. An orthogonal quasi-static test was designed for four walls made of waste glass autoclaved aerated concrete masonry, considering three factors: height-width ratio, vertical compressive stress, and mortar strength

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Experimental study on vibration characteristics of poplar LVL orthogonal ribbed box floor

To study the vertical dynamic characteristics and the law of human-induced excitation response of poplar laminated veneer lumber (LVL) orthogonal ribbed box floor, six full-scale poplar LVL orthogonal ribbed box floors were tested by the modal test and the human-induced vibration test. Based on the peak acceleration and acceleration vibration level, the effects of the configurations of the box floor and the human-induced load conditions on the vibration response were analyzed. The results indicate that the box floor with the thickness of the oriented strand board (OSB) slab, the height of t

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Full-scale experimental study on bearing capacity of uplift piles in wetting expansive soil

In order to study the bearing mechanism of pile foundations in unsaturated expansive soil, a full-scale experimental study on bearing capacity of uplift piles was carried out in the expansive soil area of Nanyang, China. Based on the field test, the evolution law of swelling deformation of foundation and the neutral point (section with zero relative pile-soil displacement) of pile during immersion were analyzed, and the weakening characteristics of the uplift bearing capacity of pile foundation after humidification were revealed by the axial force of pile, the ultimate friction resistance o

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