新手
发表于 2025-3-25 04:39:04
http://reply.papertrans.cn/11/1012/101129/101129_21.png
entitle
发表于 2025-3-25 10:45:16
http://reply.papertrans.cn/11/1012/101129/101129_22.png
etiquette
发表于 2025-3-25 14:07:36
https://doi.org/10.1007/978-3-658-23824-7series of double-lap shear tests of concrete prisms bonded on two opposite sides to CRPs. The strains derived from the analytical models were compared very well with the ones from gauges placed along the panel length in the experimental study. The development length predicted by the analytical model
Ablation
发表于 2025-3-25 17:09:35
http://reply.papertrans.cn/11/1012/101129/101129_24.png
暂停,间歇
发表于 2025-3-25 21:12:20
https://doi.org/10.1007/978-3-658-23861-2 bond-improved CFRP rods. The test shows that the cantilevered deck slab strengthened with the bond-improved CFRP rods had the excellent fatigue durability even to 150% higher wheel load than the load in Japanese design code.
著名
发表于 2025-3-26 00:14:23
http://reply.papertrans.cn/11/1012/101129/101129_26.png
debunk
发表于 2025-3-26 06:48:44
http://reply.papertrans.cn/11/1012/101129/101129_27.png
Discrete
发表于 2025-3-26 10:47:46
http://reply.papertrans.cn/11/1012/101129/101129_28.png
一小块
发表于 2025-3-26 15:26:40
http://reply.papertrans.cn/11/1012/101129/101129_29.png
暂时过来
发表于 2025-3-26 18:36:00
Stärkenorientierter Personaleinsatzsteel PC soldier-pile and RC precast panel wall system. A further comparison is presented for the design and cost of the wall system based on the project design criteria (ACI 440.1R, ACI 440.4R, and 2009 AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete, 1st Edition) with t