Building period formulas for estimating seismic displacements

被引:2
|
作者
Chopra, Anil K. [1 ]
Goel, Rakesh K. [1 ]
机构
[1] Univ of California, Berkeley, United States
关键词
Earthquake resistance - Shear stress - Structural analysis;
D O I
10.1193/1.1586125
中图分类号
学科分类号
摘要
Traditionally, empirical formulas for building period recommended for code applications are intentionally calibrated to underestimate the period in order to estimate base shear conservatively. At a shorter period, the seismic displacements are smaller, however, and hence underestimated. This note discusses this issue and recommends formulas for estimating seismic displacements of buildings.
引用
收藏
页码:533 / 536
相关论文
共 50 条
  • [41] Displacements of reinforced slopes subjected to seismic loads
    Michalowski, RL
    You, LZ
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (08) : 685 - 694
  • [42] Prediction of seismic displacements of rigid retaining wall
    Wu, YW
    Prakash, S
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 1281 - 1284
  • [43] A Discussion on Formulas of Seismic Hydrodynamic Pressure
    Liu Haiming
    Tao Xiaxin
    PROCEEDINGS OF THE 2017 3RD INTERNATIONAL FORUM ON ENERGY, ENVIRONMENT SCIENCE AND MATERIALS (IFEESM 2017), 2017, 120 : 1788 - 1792
  • [44] SOME FORMULAS FOR ESTIMATING TRACKING ERRORS
    INNES, WR
    NUCLEAR INSTRUMENTS & METHODS IN PHYSICS RESEARCH SECTION A-ACCELERATORS SPECTROMETERS DETECTORS AND ASSOCIATED EQUIPMENT, 1993, 329 (1-2): : 238 - 242
  • [45] Explicit inner product formulas and Bessel period formulas for HST lifts
    Namikawa, Kenichi
    KYOTO JOURNAL OF MATHEMATICS, 2022, 62 (02) : 231 - 311
  • [46] A modal shear-based pushover procedure for estimating the seismic demands of tall building structures
    Vafaee, Mohammad Hossein
    Saffari, Hamed
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 92 : 95 - 108
  • [47] Displacements induced by tunnelling under a historical building
    Bilotta, Emilio
    Paolillo, Andrea
    Russo, Gianpiero
    Aversa, Stefano
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 61 : 221 - 232
  • [48] Seismic retrofit of high-rise building against the long-period ground motions
    Aono, Hideshi
    Hosozawa, Osamu
    Shinozaki, Yozo
    Kimura, Yuichi
    NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering, 2014,
  • [49] Probabilistically-based estimates of seismic slope displacements
    Travasarou, T
    Bray, JD
    APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, VOLS 1 AND 2, 2003, : 1401 - 1408
  • [50] Seismic stability of reinforced slopes: failure mechanisms and displacements
    Huang, C. -C.
    Horng, J. -C.
    Charng, J. -J.
    GEOSYNTHETICS INTERNATIONAL, 2008, 15 (05) : 333 - 349