( Vol 46 , Issue 01 ) | 15 Nov 2025
( Vol 46 , Issue 01 ) | 30 Nov 2025
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 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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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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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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To select the economical and rational structural form for Dalian Suoyuwan Football Stadium, comparative analysis of three schemes was conducted:the double-layer orthogonal wheel-spoke cable structure, the upper-layer crossed wheel-spoke cable structure, and the double-layer crossed wheel-spoke cable structure. The results reveal that the upper-layer crossed wheel-spoke cable structure demonstrates better economical and mechanical advantages, which makes it the final structural system adopted for Dalian Suoyuwan Football Stadium. To investigate the feasibility of the tensioning construction
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To enhance the seismic performance of cold-formed thin-walled steel (CTS) composite wall filled with foam concrete, a novel type of lightweight concrete-filled CTS shear wall is proposed in this paper. The wall comprises rectangular CTS end studs filled with self-compacting lightweight concrete (SLC), high-strength foam concrete-filled CTS inner walls, and double-layer wall panels. Four full-scale specimens of lightweight concrete-filled CTS shear wall were subjected to reversed cyclic load. The influences of reinforced end stud, double interior stud and stud web openings on the seismic beh
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