English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 50122/85141 (59%)
造訪人次 : 7889365      線上人數 : 44
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋
    請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/85537


    題名: Seismic Analysis of Asymmetric Wall-Frame Structures
    作者: Lei, Ying-Hui;Chien, Yu-Lin;Chen, Chih-Hwa
    貢獻者: 淡江大學資訊創新與科技學系
    關鍵詞: Asymmetric structure;Multistory walled structure;Degenerated shell element;Soil-structure interaction
    日期: 2008-11
    上傳時間: 2013-04-09 11:38:31 (UTC+8)
    摘要: The highly asymmetric structure usually exhibits significant torsional effects arising from the non-coincidence of mass- and shear centers, when subjected to a strong ground excitation. Since both the magnitude and the orientation of structural eccentricity are not only dependent upon the layout of inner shear walls but also closely related to the outer geometric pattern of the structure, a multistory walled building with an L-type configuration is hence chosen as the target investigated herein so as to recognize the correlation between structural seismic behaviors and some crucial parameters. To acquire the satisfactory analytical results the degenerated shell element and a sophisticated 3-D soil-structure interaction model will be, respectively, used for modeling the slab and reinforced shear walls and for simulating the interaction forces between the structure and the soil. Furthermore, in order to obtain more realistic solutions, the influences of the substructure and the soil property on the torsional responses of the global system will be also investigated in detail.
    關聯: 2008中華民國力學學會年會暨第三十二屆全國力學會議論文集=Proceedings of 2008 the 32nd National Conference on Theoretical and Applied Mechanics, 8p.
    顯示於類別:[資訊創新與科技學系] 會議論文

    文件中的檔案:

    沒有與此文件相關的檔案.

    在機構典藏中所有的資料項目都受到原著作權保護.

    TAIR相關文章

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回饋