( 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 .
Considering soil-structure interaction (SSI) effect on soft soil foundation will affect the seismic isolation effect and dynamic characteristics of the isolated structures. The seismic response of long-period structures such as isolated buildings under the far-field long-period ground motion is strong, which may be greater after considering the SSI effect. In order to explore the mechanism of dynamic response and seismic isolation performance of the system of pile, soil and inter-story isolated structure under the far-field long-period ground motion, the shaking table test was carreid out o
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To improve the load capacity of existing simply supported cold-formed thin-walled C-shaped steel purlin, the adjacent simply supported C-shaped purlins were connected to continuous purlins by embedded thin-walled L-shaped steel near the supports. The static loading tests were carried out on the two strengthened C-shaped purlins. One purlin has screw connection only in the web and another purlin has screw connection in the web and flange. The failure mode, stiffness, ductility, bearing capacity, and strain development of the strengthened purlins were analyzed and compared with the mechanical
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Energy dissipation technology can effectively improve the seismic behavior of building structures. However, the consensus has not been achieved on the target performance and design method of the energy dissipation substructures. The design method based on elastic analysis under frequent earthquakes was proposed for the energy dissipation substructure using the inter-column connection. The design procedure and the associated key points were illustrated. A reinforced concrete frame substructure and two energy dissipation substructures were tested using low-cycle reversed loading to investigat
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To reduce the damage of the traditional steel frames under strong earthquakes, a type of prefabricated steel frame structure with self-centering rocking column footings was proposed. The construction details and working mechanism of the frame were introduced. A rocking steel frame with a scale ratio of 1/4 was designed and manufactured. The low-cycle reversed loading tests and finite element simulation were carried out on the specimen to investigate its seismic performance. The research results show that the rocking steel frame realizes the controllable rocking of the column footings under
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The article reveals the results of the study of peculiarities of understanding by parents of primary school students of determinants of negative-motives of children's learning activity, which along with positive motives determine the child's general attitude to learning and are extremely understudied in domestic and foreign psychology. A questionnaire was used to collect empirical data; the sample consisted of 252 parents whose children study in schools of various types from the first to the fourth grades. The results were processed and interpreted using content analysis, ranking, &
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