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Jianzhu Jiegou Xuebao/Journal of Building Structures

Submission Dateline

( Vol 47 , Issue 01 ) | 25 Apr 2026

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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

Seismic performance of castellated beam-to-column end-plate joints with dual hinge mechanism

In this paper, a castellated beam-to-column end-plate (CBE) joint was proposed to address the problem of brittle fracture of welds caused by high stresses in solid web beam-to-column end-plate connections and the development of plastic deformations in frame beams. Cyclic loading tests of 12 CBE joints were conducted to investigate the effects of floor, end-plate and opening parameters on the failure mode and hysteresis performance of the joints. The development of plasticity and the dual hinge failure mechanism of CBE joints were clarified. It is shown that the dual hinge failure mechanism

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Seismic performance of steel frame structure with self-centering cable braces

In order to improve the seismic resilience of the braced frame structure, a novel self-centering cable brace has been proposed to effectively prevent compression buckling. It features a self-centering friction damper whose working principle has been analyzed both theoretically and experimentally, displaying a flag-shaped force-displacement curve with stable energy dissipation and self-centering capabilities. Based on this, three-story scale model steel frames with self-centering cable braces was designed, including models with prestressed dampers and without prestress, alongside a conventio

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Automatic measurement of structural steel bar size based on ArUco assisted stitching and lightweight semantic segmentation network

To address the issue of large rebar dimensions that cannot be covered by a single camera field of view in processing and inspection, a method for measuring the geometric shape (length and angle) of rebar using computer vision technology was proposeed. A partitioned camera measurement system was proposed. The partitioned cameras were utilized to simultaneously capture images and stitch together a panoramic view based on binary encoded ArUco markers. For real-time computing requirements, a lightweight semantic segmentation network, named as ghost-Unet, was proposed to balance the efficiency a

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Experimental study on size effect of shear capacity of BFRP-reinforced concrete short beams

The size effect of the shear capacity of concrete short beams can be effectively weaken by the reasonable arrangement of shear web reinforcement. Shear tests were conducted on eight BFRP-reinforced concrete short beams with cross-sectional heights of 300mm to 1200mm (including four short beams without web reinforcement and four short beams with horizontal and vertical web reinforcement ratios of 0.5%). The development trends of the failure mode, load-deflection curve, and web reinforcement strain with changes in beam section height were analyzed, and the size effect of shear capacity of BFR

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Settlement calculation method of combined grouted bored piles considering influence of length-diameter ratio

The length-diameter ratio has important influences on the bearing behavior of combined grouting bored piles. Based on the field test data of bored piles in the Jinghang Grand Canal Bridge on Ningliang Expressway, the effects of combined grouting, length-diameter ratio and bearing layer on the load transfer characteristics of bored piles were analyzed. On this basis, the calculation method for settlement for combined grouting bored piles based on the load transfer method and spherical permeation grouting theory was established, considering the influences of length-diameter ratio and an enlar

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