Seismic performance of steel frame with new high strength silicate wallboard

doi:10.3785/j.issn.1008-973X.2023.07.015

Journal of ZheJiang University (Engineering Science)

2023, Vol. 57

Issue (7): 1402-1409 DOI: 10.3785/j.issn.1008-973X.2023.07.015

Seismic performance of steel frame with new high strength silicate wallboard

Guo-qing XIE1(

),Mi WANG2,*(

),De-wen KONG1

1. College of Civil Engineering, Guizhou University, Guiyang 550025, China
2. School of Civil Engineering, Central South University, Changsha 410083, China

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Abstract

Two single-story single-span full-scale steel frame pseudo-static tests were conducted in order to analyze the influence of new high-strength silicate wall panels on the seismic performance of steel frame structures. The steel frame specimens with embedded wall panels were compared with pure steel frame specimens. The failure mode of the specimens and the effect of wall panels on the seismic performance of steel frame structures were obtained under horizontal low-cycle reciprocating loads. The test results showed that the new high-strength silicate wallboard steel frame structure had good seismic performance, and the bearing capacity, ductility and energy dissipation capacity of the steel frame structure were increased by the embedded wallboard. The numerical simulation of the test was conducted by finite element analysis method, and the results of finite element analysis agreed with the test. The parametric analysis of the height-span ratio, axial compression ratio and wall panel thickness of the test shows that changing the height-span ratio has a greater impact on the seismic performance of the structure. The recommended value of the height-span ratio is 0.50-0.75. The axial compression ratio has a great influence on the bearing capacity of the structure, and it is recommended that the axial compression ratio is less than 0.4. Changing the thickness of the wall has little effect on the initial stiffness of the structure, but has a certain effect on the bearing capacity of the structure.

Key words： steel frame new high-strength silicate wallboard failure mode seismic performance finite element analysis

Received: 27 July 2022 Published: 17 July 2023

CLC:

TU 391

Fund: 国家自然科学基金资助项目（51968009）；贵州省科技计划资助项目（[2018] 2816）

Corresponding Authors: Mi WANG E-mail: xieguoqing0912@126.com;214801008@csu.edu.cn

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Cite this article:

Guo-qing XIE,Mi WANG,De-wen KONG. Seismic performance of steel frame with new high strength silicate wallboard. Journal of ZheJiang University (Engineering Science), 2023, 57(7): 1402-1409.

URL:

https://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2023.07.015 OR https://www.zjujournals.com/eng/Y2023/V57/I7/1402

新型高强硅酸盐墙板钢框架抗震性能

为了分析新型高强硅酸盐墙板对钢框架结构抗震性能的影响，开展2榀单层单跨足尺钢框架拟静力试验. 将内嵌墙板钢框架试件和纯钢框架试件进行对比，得到在水平低周往复荷载作用下试件的破坏形态和墙板对钢框架结构抗震性能的影响. 试验结果表明，新型高强硅酸盐墙板钢框架结构具有良好的抗震性能，通过内嵌墙板增加了钢框架结构的承载能力、延性和耗能能力. 采用有限元分析方法对试验进行数值模拟，有限元分析结果与试验吻合较好. 对试验的高跨比、轴压比和墙板厚度进行参变分析可知，改变高跨比对结构抗震性能的影响较大，建议高跨比取值为0.50~0.75. 轴压比对结构的承载能力影响较大，建议轴压比取值小于0.4. 改变墙体厚度对结构的初始刚度影响不大，对结构承载能力有一定的影响.

关键词： 钢框架, 新型高强硅酸盐墙板, 破坏模式, 抗震性能, 有限元分析

Fig.1 Specimen size and installation process

Fig.2 Steel material property test device

Tab.1 Test results of steel material property

Fig.3 Schematic diagrams of measuring points arrangement of specimen

Fig.4 Test loading device

Fig.5 Test phenomenon of specimen of KJ-1

Fig.6 Test phenomenon of specimen of KJ-2

Fig.7 Hysteresis curve of specimens

Fig.8 Comparison of skeleton curves of specimens

Tab.2 Mechanical properties of specimens under low cycle loading

Fig.9 Comparison of specimen stiffness degradation curve

Fig.10 Hysteresis loop of load-displacement curve

Tab.3 Energy consumption capacity

Fig.11 Grid model of KJ-2

Fig.12 Hysteresis curve comparison of specimens

Fig.13 Comparison of skeleton curves of specimens

Fig.14 Comparison of skeleton curve of specimens under different height span ratios

Fig.15 Comparison of skeleton curves of specimens under different axial compression ratios

Fig.16 Comparison of skeleton curves of specimens with different wall thicknesses


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