Experimental Study on the Seismic Performance of Assembled Shear Walls Based on UHPC Connections

This paper investigates the seismic performance of precast concrete shear-wall subassemblies connected by post-cast ultra-high performance concrete (UHPC) zones and short lap-spliced reinforcement with a lap length of <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline">...

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Hlavní autoři:	Gang Chen, Shiwei Yuan, Qizhen Zheng, Libo Long, Huiyan Li, Decai Nong
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2026-07-01
Edice:	Buildings
Témata:	ultra-high performance concrete precast shear wall short lap splice post-cast connection seismic performance quasi-static cyclic test
On-line přístup:	https://www.mdpi.com/2075-5309/16/13/2644
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