Recorded responses of Four Tall buildings in South China to the M 7.9 Myanmar Earthquake on March 28, 2025

Tao Fan , Zhe Qu , Jiang Yang , Juan Qin , Xiaofeng Xu , Yuxiu Chen , Qiong Yuan

Earthquake Research Advances ›› 2025, Vol. 5 ›› Issue (4) : 100395

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Earthquake Research Advances ›› 2025, Vol. 5 ›› Issue (4) :100395 DOI: 10.1016/j.eqrea.2025.100395
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Recorded responses of Four Tall buildings in South China to the M 7.9 Myanmar Earthquake on March 28, 2025
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Abstract

This paper reports the recorded structural responses of four 170 m-320 m tall buildings in China to the mainshock of the M 7.9 Myanmar earthquake on March 28, 2025. The buildings are located approximately 1 200 km-2 000 ​km away from the epicenter. The following observations are made by preliminary analysis of the data: (1) the base motion of the buildings exhibited significant long-period components in the range of 2 s-10 s; (2) the identified fundamental periods were much larger than the empirical equations in the design codes, suggesting that the empirical equations may be overly conservative; (3) the amplification of floor accelerations was much more significant than code provisions for determining the seismic demands on non-structural elements, possibly attributing to the overly high damping ratios assumed in the design codes; (4) the buildings exhibited large enough equivalent lateral stiffnesses to satisfy the drift limit under frequent earthquakes by the Chinese seismic provisions, and (5) the significant durations of the shaking of the upper floors of the buildings were comparable to those of the base motions.

Keywords

Myanmar earthquake / High-rise buildings / Long-period ground motion / Far-field earthquakes / Seismic structural monitoring

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Tao Fan, Zhe Qu, Jiang Yang, Juan Qin, Xiaofeng Xu, Yuxiu Chen, Qiong Yuan. Recorded responses of Four Tall buildings in South China to the M 7.9 Myanmar Earthquake on March 28, 2025. Earthquake Research Advances, 2025, 5(4): 100395 DOI:10.1016/j.eqrea.2025.100395

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CRediT authorship contribution statement

Tao Fan: Writing-original draft, Software, Methodology, Investigation, Formal analysis, Data curation, Conceptualization. Zhe Qu: Writing-original draft, Supervision, Project administration, Methodology, Investigation, Data curation, Conceptualization. Jiang Yang: Resources. Juan Qin: Project administration, Formal analysis. Xiaofeng Xu: Project administration. Yuxiu Chen: Software, Project administration. Qiong Yuan: Project administration.

Declaration of competing interest

The authors declare no potential conflicts of interest with respect to the research, authorship, and/or publication of this article. There are no financial or personal relationships with individuals or organizations that could inappropriately influence or bias the content of the manuscript entitled “Recorded Responses of Four Tall Buildings in South China to the M 7.9 Myanmar Earthquake on March 28, 2025”. No competing interests, whether professional or personal, exist regarding any products, services, or companies that might affect the objectivity of the presented research findings or their interpretation. The study was conducted independently without any external influence that could compromise its scientific integrity. The corresponding author Zhe Qu is the deputy editor-in-chief of Earthquake Research Advances and was not involved in the peer review or decision to publish this article.The authors declare the following financial interests/personal relationships which may be considered as potential competing interests: Jiang Yang and Qiong Yuan are currently employed by Wuhan institute of seismology instrument Co.,LTD.

Author agreement and acknowledgment

All authors agree to this publication. The authors are grateful to the Strong Motion Observation Center of the Institute of Engineering Mechanics, China Earthquake Administration, and the Earthquake Agencies of Chongqing, Hubei, and Hainan for promptly sharing the monitoring data following the earthquake. This work is jointly sponsored by the Key Science and Technology Project of the Ministry of Emergency Management of the People’s Republic of China (2024EMST040403), the National Key Research and Development Program of China (2024YFC3012802) and the Scientific Research Fund from Institute of Seismology, CEA and National Institute of Natural Hazards, Ministry of Emergency Management of China (IS202216317). The financial supports are greatly appreciated.

References

[1]

American Society of Civil Engineers, 2022. Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE/SEI 7-22). https://doi.org/10.1061/9780784415788.

[2]

Cai J., Xi N., Han G., Deng W., Sun L., 2025. Rapid report of the March 28, 2025 Mw 7.9 Myanmar earthquake. Earthquake Research Advances. https://doi.org/10.1016/j.eqrea.2025.100396.

[3]

Carpenter L.D., Naeim F., Lew M., Youssef N.F., Rojas F., Saragoni G.R., Adaros M.S., 2011. Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake. Struct. Des. Tall Spec. Build. 20 (1), 1-16. https://doi.org/10.1002/tal.667.

[4]

Chang F.K., 1973. Human response to motion in tall buildings. J. Struct. Div. 99 (ST6), 1259-1272.

[5]

Cruz C., Miranda E., 2021. Damping ratios of the first mode for the seismic analysis of buildings. J. Struct. Eng. 147 (1), 04020300. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002869.

[6]

Earthquake Engineering Research Institute, 2010. Learning from Earthquakes: the Mw 8.8 Chile Earthquake of February 27, 2010 [Special report]. https://www.terracon.com/wp-content/uploads/2015/10/Baska2.pdf.

[7]

Fan T., Qu Z., Yang J., Liu X.H., Guo X.W., 2025. Monitored responses of a high-rise residential building of RC shear wall structure to distance earthquakes. J. Build. Struct. 46 (1), 111-123 (In Chinese).

[8]

GB 50009-2012, 2012. Load Code for the Design of Building Structures. China Architecture & Building Press (In Chinese).

[9]

GB 50011-2010 2016. Code for Seismic Design of Buildings. China Architecture & Building Press (In Chinese).

[10]

Huang Y.L., 2025. [Personal Communication].

[11]

JGJ 3-2010, 2010. Technical Specification for Concrete Structures of Tall Building. Construction Industry Press (In Chinese).

[12]

Kanda K., Nakashima M., Suzuki Y., et al., 2021. “q-NAVI”: a case of market-based implementation of structural health monitoring in Japan. Earthq. Spectra 37 (1), 160-179. https://doi.org/10.1177/8755293020952468.

[13]

Kasai K., Pu W.C., Wada A.,2012. Response of passively-controlled tall buildings in Tokyo during 2011 Great East Japan earthquake. In: Proc. 15th WCEE.

[14]

Liang X.W., Dong Z.P., Wang Y.S., Deng M.K., 2009. Damage to tall buildings in areas with large epicentral distance during M8.0 Wenchuan Earthquake. J. Earthq. Eng. Eng. Vib. 29 (1), 24-31 (In Chinese).

[15]

Meli R., Rosenblueth E., 1986. The 1985 Earthquake causes and effects in Mexico City. Concrete International, ACI, Detroit, Mich 8 (5), 12.

[16]

Mizzima News, 2025. Myanmar's Earthquake-Affected Residents Face Insufficient Toilets in Temporary Shelters. April 11, 2025. https://eng.mizzima.com/2025/04/11/21254.

[17]

Naeim F., 1997. Performance of extensively instrumented buildings during the January 17, 1994 Northridge earthquake. An Interactive Information System. Report No. 97, 7530.

[18]

Pimanmas A., 2025. Structural Damages Found in Tall Buildings in Bangkok Form M7.7 Myanmar Earthquake [PowerPoint Presentation]. Webinars on the 2025 Myanmar Earthquake Early Warning System, International Research Institute of Disaster Science. Tohoku University. Retrieved from. https://irides.tohoku.ac.jp/media/files/disaster/eq/myanmar-session_20250425_amorn.pdf.

[19]

Saito T., 2016. Response of high-rise buildings under long period earthquake ground motions. International Journal of Structural and Civil Engineering Research 5 (4), 308-314.

[20]

Seed H.B., Romo M.P., Sun J.I., Jaime A., Lysmer J., 1988. The Mexico earthquake of September 19, 1985 — Relationships between soil conditions and earthquake ground motions. Earthq. Spectra 4 (4), 687-729.

[21]

Shi W., Shan J., Lu X., 2012. Modal identification of Shanghai World Financial Center both from free and ambient vibration response. Eng. Struct. 36, 14-26.

[22]

Takewaki I., Murakami S., Fujita K., Yoshitomi S., Tsuji M., 2011. The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions. Soil Dynam. Earthq. Eng. 31 (11), 1511-1528.

[23]

The Washington Post, 2025. Damage to Communications and Roads in Myanmar as aid workers assess needs. URL. https://www.washingtonpost.com/world/2025/03/28/myanmar-quake-77-bangkok-thailand/#link-KQARML5TUJHK3NLDEBZYQBIS24. Accessed 28 March 2025).

[24]

U.S. Geological Survey (USGS), 2025. M 7.9 Myanmar Earthquake Event Page. URL. https://earthquake.usgs.gov/earthquakes/eventpage/us7000pn9s/executive.

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