This study investigates the analytical approach of web reinforcement techniques, including high-strength concrete and laced reinforcement, to enrich improvement for the structural behavior of these beams. The analysis compares an unmodified cellular beam (LB1) with a web-reinforced beam (LB2), including the improvements in load-carrying capacity. The study considers the effects of reinforcement on critical design limit states, such as flexural strength, Vierendeel bending, web post-buckling, and shear resistance. The outcomes reveal significant enhancements in LB2’s structural behavior, with over a 100% increase in flexural strength and local axial force capacity and a 165% increase in web post-buckling strength. This research validates the effectiveness of web reinforcement techniques in concentrating on the limitations of cellular beams and maximizing their potential in structural applications.

Recently, Iraq has experienced more earthquakes, notice that its increased about 62% in 2024 in comparison with same period of 2023, the main aims of this study are to detect the causes and contributing factors of the earthquakes in Iraq. Natural disasters like earthquakes contributes to about 61 %. Also, they are responsible for 94% of all human deaths from natural disasters. The fundamental reasons of earthquakes occur in Iraq due to geological location, which lies on the boundary of the Arabian plate and the Iranian-Eurasian plate. There is much seismic activity in Iraq’s east and north because of the collision of the above plates. Another cause of earthquakes are faults and fractures in the earth. In addition, oil extraction and groundwater withdrawal on land also causes seismic activity in some places. Earthquakes can lead to both short and long-term risks, they can be classified into the several types as damage of structures and destruction of infrastructure like buildings, bridges, and highways can collapse, resulting in widespread damage and loss of life. Also, essential infrastructure such as power lines, water pipes, and communication lines can be cut with human fatalities and injuries. Considering the sudden increase in seismic activity in Iraq during 2024, there is a need to implement active measures to avert or mitigate earthquake hazards via using suitable foundation. This can be achieved by adopting scientific engineering, and administrative measures such as enhancing monitoring and early warning systems, improved earthquake-resilient infrastructure, community awareness and training and sustainable urban planning.

Lightweight concrete-filled tube (CFST) columns offer numerous benefits, such as reduced weight, enhanced resistance to buckling, improved structural performance, and the ability to endure cyclic loading. This study considered key research on the structural behavior of CFST columns, covering various topics, including lightweight concrete, methods of concrete placement within steel tubes, and CFST columns with and without shear connectors. The literature review reveals that while several researchers have explored the use of shear connectors as a load-transfer mechanism in CFST columns, there is no consensus on the design methodology for connector resistance. Shear connectors significantly improve the interlocking and bonding between the steel tube and the core concrete. However, the welding or attachment of these connectors to the steel tube can sometimes be a weak point, warranting further investigation. Based on the gaps identified in the existing literature, recommendations for future research are provided to address these limitations.

Infrastructure projects, including buildings, bridges, and towers, in hilly or mountainous areas are frequently constructed on inclined landscapes. This work utilizes finite element limit analysis (FELA) to examine the effect of critical parameters on the ultimate bearing capacity (B.C.) of strip footings (S.F.) situated on slope faces. The analysis examines the impacts of Inclination of the Slope (β), Internal Friction Angle (ϕ), and embedment depth of footing (Df). As the slope angle (β) increased from 10° to 20°, the footing’s ultimate bearing capacity decreased by 55%. Furthermore, the embedded depth shows an important effect on the bearing capacity; the improvement is about 70% as the D _f increased from 0 to 1.5 m. and the soil friction angle substantially improve bearing capacity.