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Lei Zhang
Researcher at Wuhan University of Technology
Publications - 17
Citations - 196
Lei Zhang is an academic researcher from Wuhan University of Technology. The author has contributed to research in topics: Progressive collapse & Pile. The author has an hindex of 5, co-authored 16 publications receiving 70 citations. Previous affiliations of Lei Zhang include Tsinghua University.
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Improvement to composite frame systems for seismic and progressive collapse resistance
TL;DR: In this article, a seismic and progressive collapse resistant composite frame (SPCRCF) structural system is proposed based on a comprehensive consideration of the structural requirements of steel-concrete composite frames, and the experimental and simulation results show that the proposed SPCRCF has better seismic resilience (low damage, self-centering, and easy repair).
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Behavior of Tire-Geogrid–Reinforced Retaining Wall System under Dynamic Vehicle Load
TL;DR: In this paper, the authors used the waste tires in engineering construction in an environmentally friendly way, in order to utilize the waste tire in a more efficient way than using them in cars.
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Experimental and theoretical study on a novel dual-functional replaceable stiffening angle steel component
TL;DR: In this paper, a dual-functional replaceable stiffening angle steel (SAS) component is proposed to improve the stiffness and strength of beam-column connections and has sufficient energy-dissipating performance and ductility.
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Experimental and theoretical study of seismic and progressive collapse resilient composite frames
TL;DR: In this paper, an improved second-generation seismic and progressive collapse resilient steel-concrete composite frame (SPCRCF-2) is proposed, which can localize the damage to the replaceable energy-dissipating (ED) components under both seismic and collapse conditions, whilst maintaining the other key components (beams and columns) damage-free.
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Experimental and Theoretical Investigations on Active Earth Pressure Distributions behind Rigid Retaining Walls with Narrow Backfill under a Translational Mode
TL;DR: The existing earth pressure theories, such as Rankine's theory and Coulomb's theory, adopt planar slip surfaces to establish force equilibrium equations as mentioned in this paper for retaining walls, especially fo...