Numerical Analysis of the Effect of Thread Geometry on the Seismic Behavior of Bolted Connections under Near-Fault Earthquakes
Abstract
Bolted connections are critical components in steel structures, and their performance under near-fault earthquake loading is of great importance. This study investigates the effect of thread geometry on the mechanical behavior of high-strength bolts subjected to dynamic seismic loads. Finite Element Analyses (FEA) were performed in ABAQUS under nonlinear conditions using three near-fault earthquake records: 1) Northridge, 2) Loma Prieta, and 3) Imperial Valley. Three thread geometries—triangular (Metric), square, and trapezoidal (ACME)—were examined for bolt diameters of 5 mm, 30 mm, and 56 mm. The results indicate that for small-diameter bolts (5 mm), triangular threads produced the lowest average von Mises stress of 365 MPa and showed approximately 18% greater stress uniformity than other thread types. For medium-diameter bolts (30 mm), square threads exhibited the best dynamic performance by reducing stress concentration by 22% and increasing pressure uniformity by up to 29% compared to triangular threads. In large-diameter bolts (56 mm), trapezoidal (ACME) threads provided superior seismic resistance, with an average von Mises stress of 480 MPa and a 31% reduction in stress fluctuation. Overall, the findings suggest that using square threads for medium-diameter bolts and trapezoidal threads for large bolts can effectively reduce stress concentration, enhance fatigue life, and improve seismic performance under near-fault earthquakes.
Keywords:
Bolted connections, Thread geometry, High-strength bolts, Near-fault earthquakes, Finite element analysis, von Mises stress, Seismic performanceReferences
- [1] Alavi, B., & Krawinkler, H. (2004). Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthquake engineering & structural dynamics, 33(6), 687–706. https://doi.org/10.1002/eqe.369
- [2] Carlos, M. H., Ibrahim, A., Michael, W., & Gregory, D. (2016). Seismic loss and downtime assessment of existing tall steel-framed buildings and strategies for increased resilience. Journal of structural engineering, 142(8), C4015005. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001314
- [3] Zhai, S. Y., Lyu, Y. F., Cao, K., Li, G. Q., Wang, W. Y., & Chen, C. (2023). Seismic behavior of an innovative bolted connection with dual-slot hole for modular steel buildings. Engineering structures, 279, 115619. https://doi.org/10.1016/j.engstruct.2023.115619
- [4] Wu, C., Ma, G., & Hwang, H.-J. (2023). Bond performance of spliced GFRP bars in pre-damaged concrete beams retrofitted with CFRP and UHPC. Engineering structures, 292, 116523. https://doi.org/10.1016/j.engstruct.2023.116523
- [5] Wang, S., Li, H., Cheng, G., Xiong, Z., & Ashraf, M. (2024). Performance of bolted steel laminated bamboo lumber connections under axial cyclic loading. Structures, 67, 107018. https://doi.org/10.1016/j.istruc.2024.107018
- [6] Zhang, Y., Sun, T., Liu, J., Wang, H., Liu, Z., Yang, B., & Chen, K. (2025). Progressive collapse behavior of a beam–column substructure of a modular steel building under an interior cluster-column loss scenario. Journal of structural engineering, 151(8), 4025111. https://doi.org/10.1061/JSENDH.STENG-14698
- [7] Wang, H., Qiu, W., Su, L., Yang, S., Xie, Y., Wu, B., & Wu, L. (2025). Influence of bolt arrangement on the shear performance of circumferential joints of segments in super-large cross-section shield tunnels. Buildings, 15(23), 1–16. https://doi.org/10.3390/buildings15234322
- [8] Dang, D., Yuan, K., Liu, Y., & Liu, Y. (2024). Experimental study on seismic performance of timber frame with novel energy-dissipation joints. Engineering structures, 300, 117137. https://doi.org/10.1016/j.engstruct.2023.117137
- [9] Ma, X., Guo, T., Xing, Y., Qin, R., Long, H., Bao, C., … ., & Hong, R. (2025). Study on seismic behavior of earthquake-damaged joints retrofitted with CFRP in hybrid reinforced concrete–steel frames. Materials, 18(21), 1–21. https://doi.org/10.3390/ma18214857
- [10] Chang, H. Y., Li, C. W., Liao, C. T., Lin, K. C., & Lai, C. M. (2025). A practical approach for assessing damage to bolted steel connections after fires and earthquakes. Engineering structures, 342, 120951. https://doi.org/10.1016/j.engstruct.2025.120951
- [11] Peker, O., & Altan, M. F. (2024). The effect of errors in structural system design on the structure damaged in 2023 Turkey earthquakes: A case study. Engineering failure analysis, 157, 107923. https://doi.org/10.1016/j.engfailanal.2023.107923
- [12] Ma, Z., Yu, H., Zhu, Y., Liu, Z., Wang, Q., Wei, C., … ., & Zhang, H. (2025). Evaluation of seismic performance of K-shaped eccentrically braced steel frame considering aftershocks, link and beam-column joint damage. Buildings, 15(24), 1–22. https://doi.org/10.3390/buildings15244476
- [13] Zhong, W. H., Wu, D., Tan, Z., Qiu, Y. Z., Yang, D. P., Ren, C. H., & Deng, L. (2025). Seismic performance of end-plate connection in a narrow-flange h-shaped beam-column. Advanced steel construction, 21(4), 316–325. chrome-extension://efaidnbmnnnibpcajpcglclefindmkaj/https://www.ascjournal.com/down/vol21no4/Vol21no4_4.pdf
- [14] Solodovnyk, Y. Y., Riumin, V. V, Plotnikova, N. V, & Semenova, L. V. (2024). Experimental and numerical analysis of t-stub steel component under static loading. IOP conference series: Earth and environmental science (Vol. 1376, pp. 12015). IOP. https://doi.org/10.1088/1755-1315/1376/1/012015%0A%0
- [15] Jeremic, B. (2008). Bibliography Computational Mechanics.
- [16] Wang, K., Xiong, J., Xiong, M., Chen, L., Yao, C., & Ying, J. (2025). Experimental and numerical study on progressive collapse resistance of novel fully assembled concrete beam-column connections. Journal of building engineering, 105, 112516. https://doi.org/10.1016/j.jobe.2025.112516
- [17] Saberi, H., Saberi, V., Kheyroddin, A., & Gerami, M. (2019). Seismic behavior of frames with bolted end plate connections rehabilitated by welded haunches under near- and far-fault earthquakes. International journal of steel structures, 19(2), 672–691. https://doi.org/10.1007/s13296-019-00203-9
- [18] Haneena Jasmine, P., & Arun, S. (2021). Machine learning applications in structural engineering - a review. IOP conference series: Materials science and engineering, 1114(1), 12012. https://doi.org/10.1088/1757-899X/1114/1/012012
- [19] Etim, B., Al-Ghosoun, A., Renno, J., Seaid, M., & Mohamed, M. S. (2024). Machine learning-based modeling for structural engineering: A comprehensive survey and applications overview. Buildings, 14(11), 1–36. https://doi.org/10.3390/buildings14113515
- [20] Ao, Y., Li, S., & Duan, H. (2025). Artificial intelligence-aided design (AIAD) for structures and engineering: A state-of-the-art review and future perspectives. Archives of computational methods in engineering, 32(7), 4197–4224. https://doi.org/10.1007/s11831-025-10264-1
- [21] Xie, H., Mei, Q., & Chui, Y. H. (2025). AI applications for structural design automation. Automation in construction, 179, 106496. https://doi.org/10.1016/j.autcon.2025.106496
- [22] Zhang, L., Hou, Y., & Wang, Y. (2025). Finite element analysis of the mechanical performance of an innovative beam-column joint incorporating v-shaped steel as a replaceable energy-dissipating component. Buildings, 15(14), 1–25. https://doi.org/10.3390/buildings15142513
- [23] Aziz, M. T., Osabel, D. M., Kim, Y., Kim, S., Bae, J., & Tsavdaridis, K. D. (2025). State-of-the-art artificial intelligence techniques in structural engineering: A review of applications and prospects. Results in engineering, 28, 107882. https://doi.org/10.1016/j.rineng.2025.107882
- [24] Chen, G., Abu, A., & MacRae, G. (2024). Performance of seismically-compatible fin plate joints under fire conditions. International journal of steel structures, 24(6), 1454–1462. https://doi.org/10.1007/s13296-024-00912-w
- [25] Li, H., Yin, X., Sha, L., Yang, D., & Hu, T. (2023). Data-driven prediction model for high-strength bolts in composite beams. Buildings, 13(11), 1–22. https://doi.org/10.3390/buildings13112769
- [26] Zhu, Y., Wu, J., Xie, L., Wang, K., & Wei, Y. (2025). Research on innovative hybrid analysis method for structural seismic response based on neural network restoring force model. Engineering structure and civil engineering, 19(5), 699–717. https://doi.org/10.1007/s11709-025-1176-5
- [27] Zhou, J., Qin, X., Hao, Y., Liu, J., Hou, R., & Li, P. (2025). Machine learning-based rapid assessment of story-level seismic damage in steel bundled-tube structures. Buildings, 15(20), 1–22. https://doi.org/10.3390/buildings15203758
- [28] Gharagoz, M. M., Noureldin, M., & Kim, J. (2025). Explainable machine learning (XML) framework for seismic assessment of structures using Extreme Gradient Boosting (XGBoost). Engineering structures, 327, 119621. https://doi.org/10.1016/j.engstruct.2025.119621
- [29] Yin, G., Song, B., Zhang, H., Zhu, D., & Wang, H. (2025). Behavior of through-core bolted connections between CFDST columns and steel or composite beams subjected to cyclic loading. Journal of building engineering, 103, 112219. https://doi.org/10.1016/j.jobe.2025.112219
- [30] Ribeiro, T., Bernardo, L., Carrazedo, R., & De Domenico, D. (2022). Seismic design of bolted connections in steel structures—a critical assessment of practice and research. Buildings, 12(1), 1–44. https://doi.org/10.3390/buildings12010032
- [31] Chu, G., Wang, W., & Zhang, Y. (2022). Experimental and numerical study of near-fault seismic performance of 2-story steel framed building with self-centering modular panels. Journal of structural engineering, 148(6), 4022067. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003359
- [32] Fan, J., Zhao, J., Zhu, Q., Ni, Z., & Liu, J. (2022). Seismic behavior and analytical model for a fully bolted joint between CFDST columns and steel beams. Structures, 42, 515–530. https://doi.org/10.1016/j.istruc.2022.06.033
- [33] Liu, X. C., Tao, Y. L., Chen, X., & Chen, M. L. (2022). Seismic performance of bolted flange splicing joints for CFST columns. Journal of constructional steel research, 196, 107412. https://doi.org/10.1016/j.jcsr.2022.107412
- [34] Liu, X. C., Zhu, Y. N., Chen, X., & Li, Y. M. (2022). Seismic performance of bolted double-web T-stub connections with T-shaped steel column. Journal of constructional steel research, 191, 107168. https://doi.org/10.1016/j.jcsr.2022.107168
- [35] Chen, X., Zhou, B., Liu, X., & Lu, J. (2024). An investigation into the effect of near-fault ground motion duration parameters on the nonlinear seismic response of intake towers. Buildings, 14(3). https://doi.org/10.3390/buildings14030580
- [36] Balaskas, G., Don, R., Vulcu, C., & Hoffmeister, B. (2023). Full-scale steel moment-resisting frame with dissipative bolted connections under monotonic loads: Experimental versus numerical results. Ce/papers, 6(3–4), 1362–1367. https://doi.org/10.1002/cepa.2251