Many researchers have conducted comprehensive experimental and numerical
investigations to examine civilian structures' response to explosive loads. Most of the studies …

Damage effects analysis and assessment of buildings under blast loading is an important
problem concerned by the area of explosion accident analysis, blast-resistant design, anti …

An improved single-degree-of-freedom (SDOF) approach is presented for the analysis of
shallow-buried reinforced concrete box-type structures under the effect of blast and shock …

Two loosely coupled SDOF systems are used to model the flexural and direct shear
responses of one-way reinforced concrete slabs subjected to explosive loading …

在冲击, 爆炸等强荷载作用下, 钢筋混凝土结构通常是发生弯曲破坏. 室内外试验结果表明,
当动荷载峰值较大, 作用时间较短(脉冲荷载) 时, 钢筋混凝土结构易发生脆性的剪切破坏 …

A numerical approach is proposed for the analysis of reinforced concrete beams and one-
way slabs under severe dynamic loads, accounting for arbitrary support conditions and …

A computational approach is presented for the analysis of reinforced concrete beams and
slabs under the effects of transient uniformly distributed loads. This approach is based on …

The single degree of freedom system (SDOF) is used to predict the shear responses of RC
(reinforced concrete) members under external blast loading in the present study. An RC …

For chosen infrastructural buildings, the occurrence of an intentional or accidental blast
loading has to be considered. These infrastructures building components have to withstand …

Direct shear is a sudden and catastrophic failure mechanism in structural concrete structures
under highly impulsive loads. This behavior has been studied by various investigators for …