Equivalent Lateral Force Procedure

The Equivalent Lateral Force Procedure is a static analytical method in seismic design that approximates the dynamic response of a structure by applying a statically distributed lateral force proportional to the structure's mass and fundamental period to estimate seismic demand.

39

Publications

1.3K

Citations

107

Authors

69

Institutions

Publications per year

2017–2026

7

Variants

Equivalent Lateral Force Method

Authors

107

  1. MC
    Michael C. Constantinou

    University at Buffalo, State University of New York, United States

    4 publications · 202 citations

    4

    h-index

  2. YF
    Yaomin Fu

    University of British Columbia, Canada

    2 publications · 55 citations

    2

    h-index

  3. SC
    Sheldon Cherry

    University of British Columbia, Canada

    2 publications · 55 citations

    2

    h-index

  4. AC
    Anil C. Wijeyewickrema

    Tokyo Institute of Technology, Japan

    2 publications · 58 citations

    2

    h-index

  5. SP
    Shiling Pei

    Colorado School of Mines, United States

    2 publications · 111 citations

    2

    h-index

1–5 of 107

Venues

  1. Earthquake Engineering & Structural Dynamics

    7 publications · 219 citations

    7

    h-index

  2. Journal of Structural Engineering

    6 publications · 136 citations

    6

    h-index

  3. Earthquake Spectra

    4 publications · 277 citations

    4

    h-index

  4. Journal of Architectural Engineering

    2 publications · 111 citations

    2

    h-index

  5. Engineering Structures

    2 publications · 116 citations

    2

    h-index

1–5