疲劳
发表于 2025-3-26 22:47:01
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无聊的人
发表于 2025-3-27 03:11:44
Composite Slab Numerical Strength Test Method Under Partial Connection Approachn function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.
Migratory
发表于 2025-3-27 09:08:33
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运动性
发表于 2025-3-27 10:57:16
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MAIM
发表于 2025-3-27 14:40:20
2366-2557 nts the latest developments in the field of Civil Engineerin.This book gathers the proceedings of the 1st Global Civil Engineering Conference, GCEC 2017, held in Kuala Lumpur, Malaysia, on July 25–28, 2017. It highlights how state-of-the-art techniques and tools in various disciplines of Civil Engin
保存
发表于 2025-3-27 19:26:19
https://doi.org/10.1007/978-3-658-01180-2lize the influences regarding water/binder ratio. Test results showed that as the water/binder ratio increased from 0.35 to 0.50, the fracture energy and toughness decreased by 65.8 and 54.5%. Moreover, the water/binder ratio had apparent influences on the values of critical crack-tip opening displacement.
假设
发表于 2025-3-27 21:58:20
Critical Crack-Tip Opening Displacement of SCLClize the influences regarding water/binder ratio. Test results showed that as the water/binder ratio increased from 0.35 to 0.50, the fracture energy and toughness decreased by 65.8 and 54.5%. Moreover, the water/binder ratio had apparent influences on the values of critical crack-tip opening displacement.
lactic
发表于 2025-3-28 04:20:03
Conference proceedings 2019highlights how state-of-the-art techniques and tools in various disciplines of Civil Engineering are being applied to solve real-world problems. The book presents interdisciplinary research, experimental and/or theoretical studies yielding new insights that will advance civil engineering methods. Th
Melanocytes
发表于 2025-3-28 08:37:11
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Orchiectomy
发表于 2025-3-28 14:02:53
RC Column Repaired with HPFRCC and Confined with CFRP: Numerical Analyses to Evaluate the Column Secigh-performance fiber-reinforced cement composites (HPFRCC) jackets and external carbon fiber-reinforced polymer (CFRP) wrapping. The column damage is due to degradation of concrete and steel rebars for effect of the corrosion. Different HPFRCC mix designs were considered to repair the column assumi