Citation: | Huaishuan Sun, Baozhu Cao, Zhihua Chen, Jiadi Liu. Study on Seismic Performance of Cold-Formed Steel-Straw Bale Structure System[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(9): 9-18. doi: 10.13206/j.gjgS23040402 |
[1] |
曹宝珠,赵月明,段文峰,等.新型轻钢-秸秆草砖节能住宅在东北农村地区应用的可行性分析[J].新型建筑材料,2010,37(7):34-36.
|
[2] |
Sun H S,Cao B Z,Chen Z H.Experimental study on mechanical properties of straw bale[C]//Tenth International Conference on Advances in Steel Structures (ICASS’2020).Chengdu:2022:148-160.
|
[3] |
Chen Z H,Sun H S,Cao B Z.Experimental study on seismic behavior of cold-formed steel shear walls with reinforced plastered straw-bale sheathing[J/OL].Thin-Walled Structures,2021,169[2022-10-08].https://doi.org/10.1016/j.tws.2021.108303.
|
[4] |
Sun H S,Cao B Z,Chen Z H,et al.Shear behaviour of reinforced straw-bale plaster sheathed cold-formed steel-framed shear walls[J].Biosystems Engineering,2022,221:54-68.
|
[5] |
Shamim I,DaBreo J,Rogers C A.Dynamic testing of single- and double-story steel-sheathed cold-formed steel-framed shear walls[J].Journal of Structural Engineering,2013,139(5):807-817.
|
[6] |
Chu Y P,He X R,Yao Y,et al.Experimental research on the shear performance of the two-story composite cold-formed thin-walled steel wall[J].KSCE Journal of Civil Engineering,2020,24:537-550.
|
[7] |
Wang X X,Ye J H.Cyclic testing of two-and three-story CFS shear-walls with reinforced end studs[J].Journal of Constructional Steel Research,2016,121:13- 28.
|
[8] |
王秀丽,褚云鹏,姚勇,等.超薄壁冷弯型钢C型墙架柱-楼层梁连接抗震性能试验研究[J].土木工程学报,2015,48(7):50-59.
|
[9] |
Ayhan D,Schafer B W.Cold-formed steel ledger-framed construction floor-to-wall connection behavior and strength[J].Journal of Constructional Steel Research,2019,156:215-226.
|
[10] |
石宇,韩宇,肖文,等.壁挂式冷弯型钢结构双层组合墙体抗震性能试验研究[J].建筑结构学报,2021,42(2):71-81.
|
[11] |
姚欣梅,周绪红,石宇,等.六层足尺冷弯薄壁型钢-钢板剪力墙结构抗震性能振动台试验研究[J/OL].建筑结构学报,2022,43[2022-07-12
].https://doi.org/10.14006/j.jzjgxb.2022.0013.
|
[12] |
Peterman K D,Stehman M J J,Madsen R L,et al.Experimental seismic response of a full-scale cold-formed steel-framed building.Ⅰ:system-level response[J/OL].Journal of Structural Engineering,2016,142(12)[2022-10-08].http://doi.org/10.1061/(ASCE)ST.1943-541X.0001577.
|
[13] |
Shahnewaz M,Dickof C,Tannert T.Seismic behavior of balloon frame CLT shear walls with different ledgers[J/OL].Journal of Structural Engineering,2021,147(9)[2022-10-08].http://doi.org/10.1061/(ASCE)ST.1943-541X.0003106.
|
[14] |
Chen Z Y,Popovski M.Mechanics-based analytical models for balloon-type cross-laminated timber (CLT) shear walls under lateral loads[J/OL].Engineering Structures,2020,208[2022-10-08].https://doi.org/10.1016/j.engstruct.2019.109916.
|
[15] |
中华人民共和国住房和城乡建设部.低层冷弯薄壁型钢房屋建筑技术规程:JGJ 227—2011[S].北京:中国建筑工业出版社,2011.
|
[16] |
中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011—2010[S].北京:中国建筑工业出版社,2016.
|
[17] |
Hsiaw J S.Seismic load-resisting capacity of plastered straw bale walls[D].Berkeley:University of California,2009.
|
[18] |
Kose M M,Karslioglu O.Effect of infills on high-rise buildings:a case study[J].Structural Design of Tall and Special Buildings,2009,18:907-920.
|
1. | 郑凯锋,张宇,衡俊霖,冯霄暘,王亚伟. 国内外耐候钢腐蚀疲劳试验技术发展. 哈尔滨工业大学学报. 2021(03): 1-10 . ![]() | |
2. | 陈剑波,陈丽华. Q345A-V含钒建筑耐候钢的铸造工艺优化. 热加工工艺. 2020(15): 39-42 . ![]() | |
3. | 翟晓亮,袁远. 我国耐候钢桥发展及展望. 钢结构(中英文). 2019(11): 69-74+80 . ![]() |