Results 181 to 190 of about 66,482 (331)

Behavior of 2 kind of Objects in Rotation Barrel with Eccentricity

open access: diamond, 2000
Yoshihiro KAWAMOTO   +3 more
openalex   +1 more source

Impact of half‐joint failures on RC girder bridges: A robustness quantification study

open access: yesStructural Concrete, EarlyView.
Abstract The robustness of bridge structures is critical to ensuring safety and service continuity, particularly in aging infrastructure exposed to degradation and unexpected loads. Reinforced concrete (RC) half‐joint bridges—widely built in Italy between the 1950s and 1970s—exhibit specific vulnerabilities due to inspection challenges, durability ...
Paolo Martinelli, Matteo Colombo
wiley   +1 more source

Strip loading in steel fiber reinforced concrete: Experimental and theoretical investigation

open access: yesStructural Concrete, EarlyView.
Abstract Fiber reinforced concrete is becoming increasingly popular in engineering practice due to its high robustness, post‐cracking behavior, and crack control. For strip loading, as common, for example, in longitudinal joints of tunnel lining segments, the use of fiber reinforced concrete has the potential to reduce conventional reinforcement ...
Fabian Morger   +2 more
wiley   +1 more source

STRUCTURAL BEHAVIOR OF ECCENTRIC BEAM-TO-RHS COLUMN CONNECTIONS

open access: yesJournal of Structural and Construction Engineering (Transactions of AIJ), 2015
Norihito MIKI   +4 more
openaire   +2 more sources

Uniaxial Eccentric Load Behavior of L-CFSST Composite Column

open access: yesKSCE Journal of Civil Engineering, 2023
Zhen Wang   +5 more
openaire   +1 more source

Assessment of shear reinforcement enhancement on the punching shear capacity of flat concrete slabs with openings

open access: yesStructural Concrete, EarlyView.
Abstract Reinforced concrete flat slabs are widely employed in contemporary architecture due to their structural efficiency and construction simplicity; however, their susceptibility to punching shear failure remains a critical design concern, particularly at slab–column connections where concentrated loads occur.
Jeovan Pereira das Virgens   +4 more
wiley   +1 more source

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