Seismic design method based on spectrum capacity procedure for timber semi-rigid frame with oil damper

被引：0
|
作者：
Shinohara M. [1 ]
Isoda H. [2 ]
机构：
[1] Research Institute for Sustainable Humanosphere, Kyoto University
来源：
| 1600年 / Architectural Institute of Japan卷 / 85期
关键词：
Calculation of response and limit strength; Maximum earthquake response; Oil damper; Semi-rigid timber frame; Time history response analysis;
D O I：
10.3130/aijs.85.355
中图分类号：
学科分类号：
摘要：
This research is about equivalent linearization method based on calculation of response and limit strength for SDOF model of timber structure with oil damper installed on the slip type main frame. By integrating many literatures, the evaluation of oil damper effects in vibration control design by extended limit strength calculation method is shown. By comparing with time history response analysis of SDOF model and full scale shaking table experiments of the 1 story timber semi-rigid frame structure with oil damper, the accuracy of extended limit strength calculation method has been verified. © 2020 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码：355 / 365
页数：10
相关论文
共 50 条
  • [1] Seismic response of steel frames with semi-rigid connections using the capacity spectrum method
    1600, Publ by EERI, Oakland, CA, USA
  • [2] Estimation method of shear strength for a semi-rigid timber frame with plywood wall
    Sakamaki Y.
    Kagawa K.
    Michiba N.
    Makita T.
    Takanashi S.
    Ohashi Y.
    Journal of Structural and Construction Engineering, 2020, 85 (767): : 73 - 83
  • [3] Nonlinear seismic analysis of steel frame with semi-rigid joints
    Krolo, Paulina
    Causevic, Mehmed
    Bulic, Mladen
    GRADEVINAR, 2015, 67 (06): : 573 - 583
  • [4] ANALYTICAL METHOD ON SEMI-RIGID JOINTS OF CFST FRAME BASED ON CORRELATIONS
    Pan, Jian-Rong
    Wang, Zhan
    Su, Cheng
    ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2009, : 763 - 768
  • [5] Semi-rigid frame design methods for practicing engineers
    Christopher, JE
    Bjorhovde, R
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 1999, 36 (01): : 12 - 28
  • [6] A New Design Idea on Steel Frame - the Active Semi-Rigid Connection Design Method
    He, Jianian
    Wang, Zhan
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 1776 - 1781
  • [7] Optimal design of frame structures with semi-rigid joints
    Csebfalvi, Aniko
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2007, 51 (01): : 9 - 15
  • [8] Practical advanced analysis for semi-rigid frame design
    Kim, SE
    Chen, WF
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 1996, 33 (04): : 129 - 141
  • [9] Semi-rigid frame design methods for practicing engineers
    Christopher, John E.
    Bjorhovde, Reidar
    Engineering Journal, 36 (01): : 12 - 28
  • [10] Design aid of semi-rigid connections for frame analysis
    Kishi, N.
    Chen, W.F.
    Goto, Y.
    Matsuoka, K.G.
    Engineering Journal, 1600, 30 (03): : 90 - 107
12345