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201 articles for “Construction Load”
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Effect of Construction Load on RC Floor Slab
Abstract: In reinforced concrete building structures, floors are added from bottom to top sequentially.The load due to construction of new floor is transferred to the lower floor slab through shoring. Different construction practices are adopted at work sites for the transfer of this load. The effect of construction practices was reviewed. The threshold value for bending moment under construction load is marked to provide the caution against the possible failure of …
Published in Journal of Construction Engineering, Technology & Management · Vol. 7, Issue 2, 2017 · pp. 41–49 Read article
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Progressive and Staged Analysis of RC Building Frame
Abstract: AbstractThe RC building frame is analyzed for gravity load as a complete space/plane frame using computer software. The Dead Load (DL) accumulates as construction work progresses. The analysis results obtained for partly built building frame differs from those obtained from complete frame analysis. The structural elements of partly built building frame may pass through critical stage when analyzed for DL and Construction Load (CL) acting on partly built building frame. …
Published in Journal of Construction Engineering, Technology & Management · Vol. 8, Issue 1, 2018 · pp. 15–19 Read article
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Analysis and Design of Cantilevered Steel False Work Systems Subjected to Earthquake Loads
Abstract: Construction of buildings with non-typical floors has been always problematic in extending the false work all over the height to support non-regular cantilevered slabs extending from upper floors. Cantilevered frames supporting formwork systems with no need for extending the false work along the height of the building have been recently designed in previous studies. However, the need to design such cantilevers in order to withstand dynamic loads has emerged. Within …
Published in Journal of Construction Engineering, Technology & Management · Vol. 6, Issue 3, 2016 · pp. 35–37 Read article
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Experimental Analysis of Wheel Load on Tunnels
Abstract: Construction of tunnels in urban areas for various purposes such as underground transportation and sewage disposal usually includes excavation in soil or semi-rigid media. The need for analysis of wheel loads on tunnels arises due to the future development in the area above the tunnel. If it is a road development, as vehicles pass through it, load of those vehicles may finally act upon the tunnel. But for the present …
Published in Trends in Transport Engineering and Applications · Vol. 2, Issue 2, 2015 · pp. 1–11 Read article
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Effect of Water Table Position on the Stability of Tunnel
Abstract: Tunnel is an underground structure used to convey the traffic. Construction of a tunnel in rock is a difficult task. In instances where tunnels are situated at shallow depths, the stability of the tunnel and its lining is notably affected by the adjacent surcharge loadings resulting from new building constructions or excessive loads on the ground surface. Stability of the tunnel crest also depends on the position of the water …
Published in Journal of Water Resource Engineering and Management · Vol. 10, Issue 3, 2023 · pp. 6–11 Read article
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A Study on Improving CBR Value by using EPE foam in Addition to GGBS Slag for Subgrade Soil
Abstract: This paper identifies the use of industrial by-product Ground Granulated Blast Furnace Slag (GGBS) as a stabilizing agent in expansive soil with high swelling property causing severe damage to buildings built on it, and this study identifies the optimal percentage of GGBS for increasing the strength of clayey soil. Using GGBS slag to improve the CBR value of subgrade soil can have potential benefits. Ground Granulated Blast Furnace Slag (GGBS) …
Published in Journal of Geotechnical Engineering · Vol. 11, Issue 3, 2024 · pp. 1–23 Read article
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Experimental Study on Effectiveness of MTMD in Reducing Structural Response of Multi-story Asymmetric model Under Harmonic Loading.
Abstract: The current trend toward construction of high rise building with the use of lightweight, high strength material and advance construction methods have led to making comparatively light and flexible structures, which have relatively low natural damping. Results make structures more prone to environmental excitation such as earthquake loads. An asymmetry in a building which may arise due to unsymmetrical distribution of stiffness, mass, damping and strength characteristics. The responses of …
Published in Journal of Structural Engineering and Management · Vol. 5, Issue 3, 2018 · pp. 21–28 Read article
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Strength Evaluation and Reveal the Reserved Strength of Confined RC Circular Column under Static Load
Abstract: AbstractThe strength of RC circular column is evaluated as per IS 456:2000 guideline and design charts of SP16. The secondary steel in the form of lateral ties or helical reinforcement is provided to suit the requirements of IS 456:2000 and IS 13920:2016. The secondary steel provides the confinement to the concrete and imparts ductility to the column. The strength of confined concrete is found more than the strength of 150 …
Published in Journal of Construction Engineering, Technology & Management · Vol. 8, Issue 1, 2018 · pp. 7–14 Read article
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Wind’s Influence on Tall Buildings with Different Aspect Ratios
Abstract: Skyscrapers and other large buildings are being constructed worldwide these days. Because wind is so dynamic, it plays a major part in the design of these towering structures. The placement and height of such structures have a major impact on how wind affects them. The comparable static approach is used in this work to evaluate wind loads on structures with variable aspect ratios attained by altering the number of bays. …
Published in Journal of Offshore Structure and Technology · Vol. 11, Issue 2, 2024 · pp. 34–43 Read article
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Numerical Investigation on Concrete Filled Steel Tube Composite Circular Columns Under General Loading
Abstract: Concrete-filled steel tube (CFST) composite columns are extensively utilized in civil engineering constructions because of their numerous structural advantages, such as superior seismic performance, high load- bearing capacity, fire resistance, remarkable ductility, and ability to absorb energy effectively, especially in areas prone to seismic activity. CFST columns are employed in tall buildings and bridges to enhance rigidity and increase bearing capacity, but their behavior can be affected by buckling. There …
Published in Journal of Polymer & Composites · Vol. 13, Issue 2, 2025 · pp. 164–199 Read article
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Comparative Analysis of Conventional Formwork with Specialized Emerging Formwork Regarding Project Engineering Factors for High-rise Building
Abstract: Today, because of globalization, there have been a number of improvements in the construction of modern technology worldwide, as a result of the quick and reliable distribution of new and emerging technologies through societies worldwide and the cross-border information sharing. Shaping which helps to mount the concrete in the desired shape It is a critical component of the construction to support the loads placed on it, as well as supporting …
Published in Recent Trends in Civil Engineering & Technology Read article
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A Review on Trends in Ground Improvement Techniques
Abstract: AbstractGround improvement is frequently known as an innovative technique of the amendment of soil in foundation to deliver better effectiveness under design and/or operational loading conditions at the several construction sites. Ground improvement changes soil characteristics there by allowing different types of construction procedures. An enhancement of soft ground deposits near the coastal areas, black and delta soil areas of the country has been the contest for infrastructural development. Rapid …
Published in Journal of Geotechnical Engineering · Vol. 5, Issue 1, 2018 · pp. 18–22 Read article
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CONSTRUCTION SEQUENCE ANALYSIS OF HIGH-RISE STRUCTURE WITH CREEP AND SHRINKAGE EFFECT
Abstract: This study deals with a time-dependent analysis of reinforced concrete G+40 RC frame structures considering the construction sequence with the effect of creep and shrinkage analysis. Because of the non-mechanical deformations induced by the time-dependent deformations of concrete, concrete structures usually present different behaviors when the construction sequences are changed, despite having the same structural configurations. Therefore, the time-dependent effects of concrete such as creep and shrinkage must be taken …
Published in Recent Trends in Civil Engineering & Technology · Vol. 14, Issue 2, 2024 · pp. 10–25 Read article
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Investigating Flexural Behavior in Cyclic Loading of Fly Ash-Based Green Concrete
Abstract: The construction industry is increasingly embracing sustainable materials, and geopolymer concrete (GPC) has emerged as a promising eco-friendly alternative to Ordinary Portland Cement (OPC). Derived from industrial by-products such as fly ash, GPC offers significant environmental advantages by reducing greenhouse gas emissions associated with conventional cement production. This study explores the monotonic and cyclic performance of fly ash-based GPC, with a focus on its mechanical and structural behavior. Key properties, …
Published in Journal of Structural Engineering and Management · Vol. 12, Issue 1, 2025 · pp. 1–5 Read article
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Modeling Deformation Mechanisms of Horseshoe Tunnel Excavation In Layered Ground Using Flac 3D
Abstract: In the modern era of civilization, the transportation sector plays a pivotal role in a nation's development. Efficient transportation networks are essential for economic progress, and tunnels are particularly valuable in this regard, as they help reduce travel time and fuel consumption. With growing interest in underground infrastructure, researchers are increasingly focusing on tunnel-related studies. This paper examines the deformational behavior of a horseshoe-shaped tunnel constructed in layered soil, subjected …
Published in Journal of Geotechnical Engineering · Vol. 12, Issue 3, 2025 · pp. 46–61 Read article
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Estimation of Pile Deviation at Slope Using Finite Element Method
Abstract: This paper presents results and discussion of the pile deviation, which occurred during slope construction at the Depot LRT Kampung Kuala Sungai Baru (KKSB) Ampang Line Extension Project. The piles at RW5 slope area deviated for almost 1 m from its original location which caused tremendous cost impact to mitigate and was time consuming. An investigation was carried out by referring to the Geotechnical Assessment Report and the simulation work …
Published in Journal of Geotechnical Engineering · Vol. 3, Issue 3, 2016 · pp. 7–15 Read article
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Analysis and Design of Pre-Engineering Building Structure by Using Staad Pro Software
Abstract: The analysis and design of a Pre-Engineered Building (PEB) were conducted using STAAD Pro software, alongside manual calculations for accurate load estimation, to ensure the building's compliance with relevant engineering standards and codes. The evaluation took into account multiple load types, including dead loads, live (imposed) loads, wind loads, and relevant load combinations to replicate actual conditions the structure might face during its lifespan. This comprehensive approach provided a deep …
Published in Recent Trends in Civil Engineering & Technology · Vol. 14, Issue 3, 2024 · pp. 1–7 Read article
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Comparative Study and Analysis of Composite Bridge and Concrete Bridge for Moving Loads
Abstract: Composite Bridges are mainly used in the construction of various flyovers to minimize the traffic flow. Composite highway bridges are subjected to many dynamic actions with different magnitudes due to the action of different types of vehicles. Depending on the magnitude and intensity and many other adverse effects the structural system and performance may compromise and that may lead to a reduction of the expected bridge life. A composite (steel …
Published in Trends in Transport Engineering and Applications · Vol. 9, Issue 2, 2022 · pp. 1–9 Read article
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Comparison of RCC and Steel Composite Structure subjected to Static and Dynamic Loads
Abstract: Steel has long been used for the construction projects but the use was limited to a certain height because of the buckling and bending becomes critical after a particular height.The RCC structure after extensive use and research proved to be much more economical and concrete as a construction material covered the whole urban jungle as we witness today. The hustle for the betterment of the construction industry particularly to provide …
Published in Journal of Structural Engineering and Management · Vol. 7, Issue 3, 2020 · pp. 1–4 Read article
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The Effect of Quicklime on The CBR Value of Soft Soil Stabilized with Nickel Slag and Aluminium Hydroxide
Abstract: The construction of road structures on soft soils is prone to structural damage due to the low bearing capacity of the soil under the load imposed by vehicles. Chemical stabilization is a popular method used to increase the bearing capacity of soft soils. This study aims to examine the effectiveness of soft soil stabilization using a mixture of lime, nickel slag, and aluminium hydroxide to enhance soil bearing capacity. The …
Published in Journal of Geotechnical Engineering · Vol. 12, Issue 1, 2025 · pp. 1–8 Read article