Dai dwellings elasto-plastic analysis on seismic performance of steel - wood structures

被引:0
作者
Liu Dewen [1 ]
Li Jing [1 ]
Xia Binghua [1 ]
Liao Wenyuan [1 ]
Wang Chenxing [1 ]
Jiang Shujiang [1 ]
Liu Chang [1 ]
Cai Yurong [1 ]
Xu Min [1 ]
机构
[1] Southwest Forestry Univ, Coll Civil Engn, Kunming, Yunnan, Peoples R China
来源
PROCEEDINGS OF THE 2017 3RD INTERNATIONAL FORUM ON ENERGY, ENVIRONMENT SCIENCE AND MATERIALS (IFEESM 2017) | 2017年 / 120卷
关键词
steel-wood-; plastic; Dai dwellings; seismic performance;
D O I
暂无
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The light steel-wood- plastic structure of the Dai national folk houses combines the development history of Dai buildings and national culture, which is a new structure suddenly rised. This structure not only meets the local living requirements, but also is one green building. Besides, the structure is conducive to protect the natural environment and plays an important role in building a well-off society in an all-round way. This paper studies the engineering examples, analyzing the anti - seismic elasto - plasticity of the built Dai houses and providing some theoretical basis and reasonable suggestions for this new structure.
引用
收藏
页码:673 / 676
页数:4
相关论文
共 50 条
  • [31] Seismic performance of steel structures retrofitted with optimal slack cable collapse prevention system
    Kaveh, A.
    Eslamlou, A. Dadras
    Sheikhi, R.
    JOURNAL OF BUILDING ENGINEERING, 2020, 31
  • [32] Location of semi-rigid connections effect on the seismic performance of steel frame structures
    Elhout, Emad A.
    ELECTRONIC JOURNAL OF STRUCTURAL ENGINEERING, 2022, 22 (03): : 1 - 10
  • [33] Seismic performance evaluation and design of steel structures equipped with dual-pipe dampers
    Mahjoubi, Saeed
    Maleki, Shervin
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 122 : 25 - 39
  • [34] Seismic performance of floor-by-floor assembled steel braced structures with stiffened connections
    Wang, W. (weiwang@tongji.edu.cn), 1600, Taylor and Francis Ltd. (06): : 112 - 118
  • [35] Seismic performance assessment of tubular diagrid structures with varying angles in tall steel buildings
    Heshmati, Mahdi
    Khatami, Alireza
    Shakib, Hamzeh
    STRUCTURES, 2020, 25 : 113 - 126
  • [36] Experimental and numerical analysis on the seismic performance of steel joints with slotted holes
    Yao, Bin
    Linghu, Changqi
    Xiong, Wei
    Dong, Kai
    STRUCTURES, 2025, 73
  • [37] Experimental and numerical investigation of the seismic performance of railway piers with increasing longitudinal steel in plastic hinge area
    Lu, Jinhua
    Chen, Xingchong
    Ding, Mingbo
    Zhang, Xiyin
    Liu, Zhengnan
    Yuan, Hao
    EARTHQUAKES AND STRUCTURES, 2019, 17 (06) : 545 - 556
  • [38] Experimental Study on Seismic Performance of Plastic Steel Fiber Reinforced Lightweight Aggregate Concrete Hollow Columns
    Xiang Z.
    Zhou J.
    Niu J.
    Li J.
    Xu Y.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2022, 30 (03): : 579 - 591
  • [39] Analysis of Seismic Performance and Applicable Height of a Cooperative Modular Steel Building
    Wang, Yan
    Huang, Zhuyu
    An, Qi
    BUILDINGS, 2024, 14 (03)
  • [40] Analysis on Seismic Performance of Steel Rreinforced High Strength Concrete Columns
    Yi, Xin
    Hu, Heping
    Guo, Changqing
    Mi, BingJie
    PROCEEDINGS OF THE 2015 4TH INTERNATIONAL CONFERENCE ON COMPUTER, MECHATRONICS, CONTROL AND ELECTRONIC ENGINEERING (ICCMCEE 2015), 2015, 37 : 1194 - 1198