Is this you? As a journalist, you can create a free Muck Rack account to customize your profile, list your contact preferences, and upload a portfolio of your best work.
Claim your profile
Articles by Mingzhou Su
Parametric Study on the Hysteretic Behavior of High-Strength Steel Frame-Tube Structures With Splice-Plate Bolted Shear Links
1 Introduction Seismically resilient structures reduce personal injury and property loss during earthquakes, enabling buildings to quickly restore functionality afterward. Structures with replaceable shear-link components represent a type of resilient system [1]. Among various energy-dissipation components, shear links dissipate seismic energy through shear deformation. First proposed in eccentrically braced structures, shear links are high-performance energy-dissipation components [2].
Load-Bearing Behavior of Pipe-Arch Corrugated Steel Pipes during Backfilling
Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Acknowledgments This work was supported by the National Natural Science Foundation of China (grant number 51978564). Author Contributions Jing Jin: Conceptualization; Formal analysis; Investigation; Methodology; Writing – original draft. Mingzhou Su: Funding acquisition; Project administration; Resources; Supervision.
In-Plane Stability of Circular Arch Under Uniform Vertical Load Based on the Asymptotic Method
1. Introduction Arches are classified as shallow or deep based on the rise-to-span ratio, with a ratio of less than 0.2 typically considered shallow [1]. Under in-plane loading, shallow arches may exhibit either anti-symmetric bifurcation or snap-through buckling, while deep arches typically experience only anti-symmetric buckling [1,2,3,4,5,6].
Seismic Performance of Embedded Connections for Precast Hybrid Coupled Wall Systems: Experimental Study and Theoretical Analysis
1. Introduction The hybrid coupled wall is a significant topic of research in the fifth-phase seismic research project, which was conducted by the 5th Joint Technical Coordinating Committee (JTCC) of the United States of America (US)–Japan Cooperation Program. Recently, numerous experimental and theoretical studies were conducted on structural systems and joint structures of hybrid coupled walls and have yielded promising results [1,2,3,4,5,6].
Seismic collapse performance assessment of high‐strength steel framed‐tube structures with shear links fabricated using low‐yield‐point steel
REFERENCES 1, , Eng. Struct. 2021, 226, 111382. https://doi.org/10.1016/j.engstruct.2020.111382 2, , Soil Dyn. Earthq. Eng. 2019, 119, 499. https://doi.org/10.1016/j.soildyn.2017.11.024 3, , Engineering. 2019, 5(2), 184. https://doi.org/10.1016/j.eng.2018.11.023 4, , , , J. Struct. Eng. 2016, 142(10), 04016063. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001514 5, , , , J. Struct. Eng. 2016, 142(2), 04015114. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001375 6, , , , J. Struct. Eng. 2017, 143(2), 04016169.
Cyclic Behavior of Gabled Frames with Web-Tapered Columns and Rafters
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
Show More
loading
Actions
Is this you?
As a journalist, you can create a free Muck Rack account to customize your profile, list your contact preferences, and upload a portfolio of your best work.Get in touch with Mingzhou
Contact Mingzhou, search articles and posts on X, monitor coverage, and track replies from one place.
Learn more about Muck Rack