Base Isolation Period Shift

Base Isolation Period Shift is a seismic design phenomenon in structural engineering whereby the introduction of base isolation systems prolongs the fundamental natural period of a structure, thereby shifting it away from the dominant frequency range of earthquake ground motions to reduce seismic energy transfer.

20

Publications

693

Citations

57

Authors

28

Institutions

Publications per year

2017–2026

12

Authors

57

  1. LG
    Laura Guidi

    University of Naples Federico II, Italy

    2 publications · 177 citations

    2

    h-index

  2. SB
    Sayed Behzad Talaeitaba

    Islamic Azad University of Khomeynishahr, Iran

    2 publications · 36 citations

    2

    h-index

  3. AD
    Antonello De Luca

    University of Naples Federico II, Italy

    2 publications · 177 citations

    2

    h-index

  4. ZY
    Zhenyu Yang

    Tongji University, China

    1 publications · 51 citations

    1

    h-index

  5. CH
    Chang He

    Tongji University, China

    1 publications · 51 citations

    1

    h-index

1–5 of 57

Venues

  1. Engineering Structures

    6 publications · 264 citations

    6

    h-index

  2. Soil Dynamics and Earthquake Engineering

    4 publications · 234 citations

    4

    h-index

  3. Nuclear Engineering and Design

    3 publications · 63 citations

    3

    h-index

  4. Structures

    2 publications · 36 citations

    2

    h-index

  5. Journal of Zhejiang University. Science A

    1 publications · 22 citations

    1

    h-index

1–5