Dynamic Response of Steel Frame Structures under Horizontal Earthquake

DOI

10.2991/978-94-6239-783-5_6How to use a DOI?

Keywords

Steel frame; Earthquake; Dynamic response; Numerical simulation

Abstract

To investigate the seismic performance of steel frame structures, this study focuses on horizontal seismic actions. A three-dimensional finite element numerical model is developed. Box columns and I-beams are employed as structural components. Material parameters and boundary constraints are specified. The El Centro seismic wave is selected as the dynamic input. Horizontal loads are applied along the X-direction for elastic time-history analysis. The mechanical characteristics and dynamic response laws of the structure under horizontal earthquakes are systematically examined. This research provides theoretical support and practical references for the seismic design and engineering application of steel frame structures.

Copyright

© 2026 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Xiongwei He
PY  - 2026
DA  - 2026/09/30
TI  - Dynamic Response of Steel Frame Structures under Horizontal Earthquake
BT  - Proceedings of the 2026 2nd International Conference on Resilient City and Safety Engineering (ICRCSE 2026)
PB  - Atlantis Press
SP  - 35
EP  - 41
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6239-783-5_6
DO  - 10.2991/978-94-6239-783-5_6
ID  - He2026
ER  -