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装配式轻钢框架-复合轻墙结构抗震性能试验研究

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文中主要针对低周反复荷载作用下装配式轻钢框架-复合轻墙结构的力学特性进行了分析,并与常规轻型钢框架进力学特性进行了对比,深入探析粉煤灰层厚度对装配式轻钢框架-复合轻墙结构的抗震性能的影响.结果表明,与轻型钢框架相比,装配式轻钢框架-复合轻墙结构的破坏荷载提升85.5%,破坏刚度提升18.5%,累计耗散能提升 83.2%;填充粉煤灰后,装配式轻钢框架-复合轻墙结构的破坏荷载18.5%,破坏刚度变化不大,累计耗散能提升28.6%.总体上,填充粉煤灰可增强装配式轻钢框架-复合轻墙结构的抗震性能.
Study on Seismic Performance of Prefabricated Light Steel Frame-composite Light Wall Structure
This paper mainly compares the mechanical characteristics of prefabricated light steel frame-composite light wall structure under the action of low weekly repeated load and the conventional light steel frame,and deeply explores the influence of fly ash layer thickness on the seismic performance of prefabricated light steel frame-composite light wall structure.The results show that compared with the light and empty frame,the damage load of prefabricated light steel frame-composite light wall structure increases by 85.5%,the damage stiffness by 18.5%,and the cumulative energy dissipation by 83.2%;After filling fly ash,the failure load of prefabricated light steel frame-composite light wall structure is 18.5%,the damage stiffness changes not much,and the cumulative energy dissipation increases by 28.6%.In general,filling with fly ash can enhance the seismic performance of prefabricated light steel frame-composite light wall structure.

Prefabricated structureLight steel frame-composite light wallStiffnessEnergy dissipationSeismic performance

李江萍

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中鼎国际工程有限责任公司,江西 萍乡 337000

装配式结构 轻钢框架-复合轻墙 刚度 耗散能 抗震性能

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(5)