Research on the influence mechanism of structural separation on the damage excitation of bridge piers under seismic motion. [PDF]
Wen Y, Liu Y, Ning X, Xia H, An W.
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Static Behavior of Post-Installed High-Strength Large-Bolt Shear Connector with Fabricated Hybrid Fiber-Reinforced Concrete/Ordinary Concrete Deck. [PDF]
He Y, Li J, He W, Wu Q, Xiang Y, Yang Y.
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Study on the spatial mechanical behavior of the cable tower anchorage zone in long-span curved T-shaped rigid-frame extradosed bridge for high-speed railway. [PDF]
Xie M +5 more
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Carbon reduction potential and selection strategies of emerging construction-phase technologies. [PDF]
Liu Z +6 more
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The Buckling Behavior and Reliability Evaluation of a Cable-Stayed Bridge with Unique-Shaped Towers. [PDF]
Jia Y, Ma R, Zhou X, Wang B.
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The ground effect on vortex induced vibration and coherence mode of a landscape Bridge in Π-shape. [PDF]
Li H +6 more
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Numerical investigation of seismic behavior in segmental assembled continuous beam bridges under near-fault ground motions. [PDF]
Zhou Q, Zhou H, Xu H, Kang A, Zhang Q.
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Experimental data of structural tests on non-continuously stiffened steel panels subjected to uniform compression. [PDF]
Lukas I, Timmers R, Ropele M, Lang R.
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Numerical investigation of ultimate capacity enhancement in corrugated web steel beams with different stiffening configurations. [PDF]
Fouda A +3 more
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Theoretical analysis of prestressed unequal-walled rectangular concrete-filled steel beams. [PDF]
Su Q, Zhang Z, Li S.
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