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Journal articles on the topic 'Conventional slab'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Sawwalakhe, Abhijit K., and Prabodh D. Pachpor. "Comparative Study Of Conventional Slab, Flat Slab And Grid Slab Using ETABS." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012020. http://dx.doi.org/10.1088/1757-899x/1197/1/012020.

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Abstract In today’s construction, the traditional slab is mostly supported by a beam, with a small slab thickness and a large beam depth, and the weight is carried from beam to column. The flat slab allows architects to place partition walls wherever they are needed. It is widely used because it reduces weight, speeds up building, and is cost effective. Similarly, since its inception, the conventional slab has provided benefits such as increased stiffness, increased weight carrying ability, as well as being safe and cost effective. Grid slabs are necessary where the span is greater, and grid b

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2

Dadzie, Donald Kwabena, and A. K. Kaliluthin. "Implications of Palm Kernel Shell-Filled Plastic Bottles on the Structural Behavior of Concrete Slab." Civil Engineering Journal 9, no. 3 (2023): 731–51. http://dx.doi.org/10.28991/cej-2023-09-03-016.

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The implications of palm kernel shell (PKS)-filled plastic bottles on the structural behaviour of concrete slabs were carried out by comparing the flexural performance of conventional solid concrete slabs to concrete slabs incorporated with plastic bottles filled with palm kernel shells and placed vertically, horizontally, and diagonally at the neutral axis of the slab as per Bubble Deck Slab technology. One-way slab specimens of size 700 × 300 × 150 mm thick were produced and subjected to a four-point flexural load test. Findings from the study indicated that: (1) The PKS-filled bottle slabs

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3

Joshi, Amulya G., and Vishwajeet A. Kadlag. "Analysis and Comparative Study of Conventional Slab With Voided Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (2022): 1014–21. http://dx.doi.org/10.22214/ijraset.2022.43726.

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Abstract— As the infrastructure is developing there is need for some changes in the construction field, as one cannot rely on the same method for a long time as it can have different consequences. The main consequence is the shortage of material and manpower. Also, money matters a lot in construction department along with it the machines, equipment and technology in some region is not at a level, which we want. Hence in order to satisfy these results Bubble deck slab is one of the most effective slab techniques to replace conventional slab in terms of money and materials. In this study a hollo

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4

Kamble, Rushikesh U., Musharaff S. Shaikh, Shagufa M. Sayyed, Ansar A. Sayyad, and Prof Hari D. Aiwale. "Comparative Study of Bubble Deck Slab with Conventional R.C.C Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 183–87. http://dx.doi.org/10.22214/ijraset.2022.42141.

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Abstract: When designing a reinforced concrete structure a primary design limitation is the span of the slabbetween the columns. Designing large spans between columns often requires very thick slabs thereby increasing the weight of the structure by requiring use of larger amounts of concrete. Heavier structures are less desirable than light weight structures in seismically active regions because a larger dead load for a building increases the magnitude of inertia forces which the structure must resist as larger dead load contributes to higher seismic weight. A new solution to reduce the weight

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5

Khairussaleh, Nor Ashikin Muhammad, Ng Kah Hoe, and Gerald A. R. Parke. "Effect of Area Loading on Flexural Performance of Bubble Deck Slab." Key Engineering Materials 912 (March 4, 2022): 41–54. http://dx.doi.org/10.4028/p-51xde0.

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Reinforced bubble deck slab is a structural slab that contains high-density polyethene (HDPE) hollow spherical plastic bubble balls forming a slab with less concrete volume compared to the normal reinforced concrete slab. Reducing certain volumes of concrete from 30 to 50% will affect the performance of the slab structure in particular the flexural and shear capacity. Thus, in this research the effect of area loading on the flexural performance of bubble deck slabs is investigated by considering the slabs to be one-way supported slabs. The square deck slabs used were 1200mm by 1200mm for the w

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Gong, Mosong, Bowen Yang, Zhengrong Jiang, and Huishan Mo. "Comparative Analysis of Mechanical Performance of Flat Slabs with Reverse and Conventional Column Caps." Buildings 12, no. 8 (2022): 1139. http://dx.doi.org/10.3390/buildings12081139.

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Compared with the conventional column caps, the reverse column caps that are used for slab-column joint of basement roof can improve the clearance of the basement while ensuring structural safety, and they are hidden in the covering soil without affecting the appearance and use of upper surface of flat slabs. In this paper, four finite element models, which are loaded by column-end displacement-control mechanism, are established. These models are used to investigate the mechanical performance of slab-column joint for flat slabs with reverse and conventional column caps. The obtained numerical

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7

M. Ibrahim, Amer. "Effect of Construction Type on Structural Behaviour of R.C Bubbled One-Way Slab." DJES 12, no. 1 (2019): 73–79. http://dx.doi.org/10.24237/djes.2019.12109.

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Using Bubbles in the slab is a revolutionary method of eliminating concrete from the middle of conventional slab as this concrete does not perform any structural function, thereby dramatically reducing structural dead weight. This research presents experimental study to investigate the effect of construction type on the strength and behaviour of bubbled one-way slabs. The experimental program consists of testing four slabs with dimensions of 1850mm×460mm×110 mm. One1of the tested slabs was conventional slab (without bubbles), two bubbled slabs with different types of construction (simple and f

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8

Saputra, Aldy Kurnia, and Endah Kanti Pangestuti. "PERBANDINGAN FLAT SLAB DENGAN PELAT KONVENSIONAL TERHADAP PENGARUH BEBAN LATERAL." Citizen : Jurnal Ilmiah Multidisiplin Indonesia 3, no. 2 (2023): 84–93. http://dx.doi.org/10.53866/jimi.v3i2.241.

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Construction development in Indonesia continues to experience massive growth, especially in technology and innovation. In high-rise buildings, many structural developments have various forms of structural design. A new type of slab used in Indonesia has emerged in recent years: the flat slab. A flat slab is a reinforced concrete construction supported directly by columns without beams. By not using beams, it has the advantage of reducing floor height, faster implementation time, and more economical implementation costs. This research will redesign the structure of a 9-storey hospital building

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9

Md, Abdul Muntaqim, Mohammed Noor, and Farrukh Anwar Syed. "SEISMIC PERFORMANCE ON FLAT SLABS AND BEAM SLAB IN MULTI STOREY BUILDING." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 4, no. 8 (2017): 47–56. https://doi.org/10.5281/zenodo.843989.

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Now a days the use of flat slab building provides many advantages over conventional RC Frame building in terms of architectural flexibility, use of space, easier formwork and shorter construction time. The structural efficiency of the flat-slab construction is hindered by its poor performance under earthquake loading. Whereas the conventional beam slab buildings perform better in seismic regions. In the present work another model with alternate floor flat slab and beam slab is considered and all the nine structures are compared. Conventional RC frame structure, Flat Slab structure and alternat

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Romadhoni, Muhammad, and Muh. Nur Sahid. "Efektivitas Metode Pekerjaan Pelat Lantai Bondek, Half Precast dan Konvensional Gedung Asrama Putra Al-Azhar." Jurnal Manajemen Teknologi & Teknik Sipil 6, no. 2 (2023): 99–111. http://dx.doi.org/10.30737/jurmateks.v6i2.4949.

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The floor plate is one of the important components in a multi-story building. Conventional methods are still widely used for building floor slabs. This method requires a lot of labor and time, which can reduce productivity. Other methods, such as bondek and half precast in floor slab work, are expected to increase work effectiveness and efficiency. This study aims to determine which method is most effective in floor slab work by reviewing cost, time, and work productivity. Floor plate planning consists of calculating each method's structural strength and volume of work, including formwork, rei

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Fanny Ardiana Harijanto, I Nyoman Dita Pahang Putra, and Nia Dwi Puspitasari. "Analysis of the Application of Hollow Core Slab to Cost and Time Efficiency in High Rise Building Construction Project." Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil 2, no. 3 (2024): 234–46. http://dx.doi.org/10.61132/konstruksi.v2i3.428.

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The floor slab is one of the factors that affect the cost and duration of construction projects because it has the largest volume of work among other jobs. The selection of the method of implementation of floor slab work also affects the efficiency of development. The use of precast slabs can be an alternative to conventional floor slabs because of their potential to increase cost efficiency, speed up implementation time, and increase structural durability. In this study, a comparative analysis of cost efficiency and scheduling time of precast hollow core slab (HCS) method as an alternative to

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12

Lee, Seokjae, Sangwoo Park, Minkyu Kang, and Hangseok Choi. "Field Experiments to Evaluate Thermal Performance of Energy Slabs with Different Installation Conditions." Applied Sciences 8, no. 11 (2018): 2214. http://dx.doi.org/10.3390/app8112214.

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The energy slab is a novel type of horizontal Ground Heat Exchanger (GHEX), where heat exchange pipes are encased in building slab structures. The thermal performance of energy slabs is usually inferior to the conventional closed-loop vertical GHEX because its installation depth is relatively shallow and therefore affected by ambient air temperature. In this paper, heat exchange pipes were made of not only conventional high-density polyethylene (HDPE), but also stainless steel (STS), which is expected to enhance the thermal performance of the energy slabs. In addition to a floor slab, a side w

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13

Paultre, Patrick, and Caroline Moisan. "Distribution of moments in reinforced concrete slabs with continuous drop panels." Canadian Journal of Civil Engineering 29, no. 1 (2002): 119–24. http://dx.doi.org/10.1139/l01-076.

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Slabs with continuous drop panels between column lines facilitate formwork, make long spans possible in addition to increase punching shear resistance around supports and provide unobstructed spans with minimum structural floor depth resulting in lower floor-to-floor heights. The moment distribution in such slabs is different from that in conventional flat plates or slabs with drop panels systems. Dimensioning according to the current provisions in CSA A23.3-94 is problematic because the continuous drop panels are subject to moments exceeding the minimum values allowed by the Code for conventi

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14

Muhamad Khairussaleh, N. A., R. Omar, S. Mat Aris, M. F. Mohd Nor, M. A. Mohd Saidi, and N. M. A. Nik Mohd Mahari. "Flexural Behaviour of the Two-Way Spanning Reinforced Concrete Slab Using Spherical Plastic Bubble Balls." IOP Conference Series: Earth and Environmental Science 1140, no. 1 (2023): 012016. http://dx.doi.org/10.1088/1755-1315/1140/1/012016.

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Abstract The use of conventional reinforced concrete in the construction industry increases each year, especially in developing countries. However, the concrete content, particularly cement production contributed to the greenhouse gas emission subsequently increase to climate change. Thus, the reinforced concrete slab containing high-density polyethene (HDPE) hollow spherical plastic bubble balls also known as bubble deck slabs were introduced for sustainable construction. This type of slab forms a slab that has less concrete volume compared to the normal solid reinforced concrete slab. Althou

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15

Amer M. Ibrahim, Nazar K. Ali, and Wissam D. Salman. "Flexural Capacities of Reinforced Concrete Two-Way Bubbledeck Slabs of Plastic Spherical Voids." Diyala Journal of Engineering Sciences 6, no. 2 (2013): 9–20. http://dx.doi.org/10.24237/djes.2013.06202.

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This paper presents the flexural capacities of R.C two way hollow slabs of plastic spherical voids, also known as BubbleDeck slab system. Recently, various types of slab systems which can reduce the self-weight of slabs have been studied as the height and width of building structures rapidly increase (1). A biaxial hollow slab system is widely known as one of the effective slab systems which can reduce the self-weight of slabs (1). A BubbleDeck slab has a two-dimensional arrangement of voids within the slabs to reduce self-weight (2). The behavior of BubbleDeck slabs is influenced by the ratio

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16

Aziz, Zalena Abdul, and Lek Heng Chan. "Bubble Deck Slab System: A Review on the Design and Performance." International Journal for Innovation Education and Research 9, no. 9 (2021): 575–88. http://dx.doi.org/10.31686/ijier.vol9.iss9.3397.

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The conventional floor slab has few drawbacks of giving little structural support and posing a large amount of self-weight to a building. Therefore, bubble deck slab system is introduced to tackle these limitations. This paper aims to provide a comprehensive review of the bubble deck slab system on its design and performance. A systematic literature review was conducted in this paper based on the selected journal and articles through the database search engine. The findings will better understand the feasibility of the bubble deck slab system and its potential as a viable replacement for the c

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17

Kim, Byoung Hoon, Joo Hong Chung, Hyun Ki Choi, Seung Chang Lee, and Chang Sik Choi. "Flexural Capacities of One-Way Hollow Slab with Donut Type Hollow Sphere." Key Engineering Materials 452-453 (November 2010): 773–76. http://dx.doi.org/10.4028/www.scientific.net/kem.452-453.773.

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This paper presents the flexural capacities of one-way hollow slab with donut type hollow sphere. Recently, various types of slab systems which can reduce self-weight of slabs have been studied as the height and width of building structures rapidly increase. A biaxial hollow slab system is widely known as one of the effective slab system which can reduce self-weight of slab. A biaxial hollow slab has hollow spheres within slabs in order to reduce self-weight of slabs. The capacities of biaxial hollow slab are influenced by the shapes, volume and materials of hollow spheres. According to analyt

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18

Lee, Seokjae, Sangwoo Park, Taek Hee Han, Jongmuk Won, and Hangseok Choi. "Applicability Evaluation of Energy Slabs Installed in an Underground Parking Lot." Sustainability 15, no. 4 (2023): 2973. http://dx.doi.org/10.3390/su15042973.

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A floor slab of buildings can be used as a ground heat exchanger by equipping heat exchange pipes with a horizontal layout, namely energy slabs. The thermal performance of conventional energy slabs is relatively low due to the interference with the ambient air temperature. This fatal drawback can be overcome by installing energy slabs in an underground parking lot, where the influence of ambient air is not significant. This study experimentally investigated the applicability of two types of energy slabs (floor type and wall type), which were constructed on the basement slab in an underground p

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K V, Smrithi, and Jisha P. "Seismic Analysis of a Multi-Storey Building with Different Types of Slabs." Journal of Structural Technology 8, no. 2 (2023): 1–14. http://dx.doi.org/10.46610/jost.2023.v08i02.001.

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Earthquake plays an influential role in the analysis and design of structures. Unless the structures are designed and constructed to withstand seismic forces, failure cannot be avoided. Buildings can be made seismically sound with proper structure design, detailing and construction practice. The configuration of a building is very much important for the seismic performance of buildings. The important aspects that affect the seismic configuration of a building are overall geometry and structural system. This parameter varies in their behaviour in the flat slab, waffle slab and conventional slab

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20

Ahirwar, Manoj Kumar, and Murlidhar Chourasia. "Analysis of Post-Tensioned Flat Slabs, Conventional Slabs, and Flat Slabs using Etabs Software." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 1618–23. https://doi.org/10.22214/ijraset.2025.67512.

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Abstract: The modern-day submit-tensioning method is especially well-known because of its practicality; so, we will design the maximum safe and economical construction using this method. Every time we are planning the application of this technique, we must include more protective measures for slabs' shear and deflection criteria. The rewards of submit stressing and especially of submit-tensioning are only to be acknowledged in any growing united state of America like our u.s.a. India. An enterprise is created to review the charge viability, durability, first-rate, maintainability of set up-Ten

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21

Zhan, Xuefang, Kaile Liu, Yi-Bin Zhao, and Hengli Yan. "Tensile Performance of SHCC Road-Bridge Link Slabs in Fully Jointless Bridges." Advances in Civil Engineering 2021 (January 31, 2021): 1–14. http://dx.doi.org/10.1155/2021/6643643.

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Deformation of the main girder is absorbed by a continuously reinforced concrete pavement (CRCP) with microcracks in fully jointless bridges. The conventional fully jointless bridge has been challenged by durability and reliability issues because the CRCP is vulnerable to crack and hard to control the crack width when it suffers temperature variation. In this paper, a new type of fully jointless bridge with the road-bridge link slabs using strain-hardening cementitious composite (SHCC) material is investigated. First, an experiment was carried out to study the material properties of SHCC mater

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22

Deep Gopal Rathod and Dr. Ajay radke. "A Review paper on seismic response of various slab systems with and without lateral load resisting systems." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 03 (2024): 551–54. http://dx.doi.org/10.47392/irjaeh.2024.0079.

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With the ongoing modern trends of the construction industry, slab systems like flat slab and post tensioned slabs are widely used in the construction. Flat and post tensioned slab are widely favored by architects and clients for aesthetic reasons. They also do possess a huge advantage structurally over conventional slab arrangement such as Less depth of the slab is required , increasing the floor-to-floor height , longer spans are possible , no beam projections , reduced self-weight of the building and many more. But it comes with its own disadvantages as well such as Brittle punching (shear)

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23

Surianinov, Mykola, Stepan Neutov, Iryna Korneieva, and Maryna Sydorchuk. "Study and Comparison of Characteristics of Models of Hollow-Core Slabs, Reinforced Concrete and Steel-Fiber Concrete." Key Engineering Materials 864 (September 2020): 9–18. http://dx.doi.org/10.4028/www.scientific.net/kem.864.9.

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Two models of hollow core slabs were tested: reinforced concrete and steel fiber concrete. When designing slab models, the proportions of full-sized structures were preserved for the further possibility of correct data comparison. As a result of testing models of hollow core slabs, it was found that the bearing capacity of a slab with combined reinforcement is 24% higher than that of reinforced concrete, the deflection is 36% less, and the crack resistance is 18% higher. The use of steel fiber made it possible to avoid the brittle fracture of a steel fiber reinforced concrete slab, which was o

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24

Anandrao Bisen, Rupali, and Sanjay Bhadke. "Critical Analysis on R. C. Voided Slab and Conventional R.C.C. Slab Parametric Study." International Journal of Science and Research (IJSR) 11, no. 5 (2022): 1064–69. http://dx.doi.org/10.21275/sr22513224032.

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Sivanantham, Pradeep, Beulah Gnana Ananthi Gurupatham, Krishanu Roy, Karthikeyan Rajendiran, and Deepak Pugazhlendi. "Plastic Hinge Length Mechanism of Steel-Fiber-Reinforced Concrete Slab under Repeated Loading." Journal of Composites Science 6, no. 6 (2022): 164. http://dx.doi.org/10.3390/jcs6060164.

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The plastic hinge is the most critical damaging part of a structural element, where the highest inelastic rotation would occur. In particular, flexural members develop maximum bending abilities at that point. The current paper experimentally investigates the influence of steel fiber reinforcement at the plastic hinge length of the concrete slab under repeated loading, something which has not been reported by any researcher. Mechanical properties such as compressive strength and tensile strength of M20-grade concrete that are used for casting specimens are tested through the compressive strengt

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Chung, Joo Hong, Hyun Ki Choi, Seung Chang Lee, and Chang Sik Choi. "Punching Shear Strength of Biaxial Hollow Slab with Donut Type Hollow Sphere." Key Engineering Materials 452-453 (November 2010): 777–80. http://dx.doi.org/10.4028/www.scientific.net/kem.452-453.777.

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This paper presents the punching shear capacities of biaxial hollow slab with donut type hollow sphere. Recently, various types of slab systems which can reduce self-weight of slabs have been studied as the height and width of building structures rapidly increase. A biaxial hollow slab system is widely known as one of the effective slab system which can reduce self-weight of slab. According to previous studies, the hollow slab has weakness in slab-column connection. In addition, the present code does not provide a clear computation method for the punching shear strength of hollow slab. In this

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Singh, Shivani, and Vinayak Mishra. "Comparative Study of Waffle Slab with Bracing System and Conventional Slabs without Bracing System." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 705–10. http://dx.doi.org/10.22214/ijraset.2022.46263.

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Abstract: The analysis and design of structures are influenced by earthquake ground motion. The objective of this work is to analyse a commercial building with two different slab configurations, including conventional slabs, grid/waffle slabs and structures with bracings. The bracing system allows load to be transmitted from the frame to the braces, increasing the structure's capacity to withstand lateral loads. Time history analysis is performed in order to study the impact of seismic loads on structures with two different slab layouts using ETABS software. Storey drift, stiffness, joint disp

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Tangudu, Manoj, Jagadeesh Bommisetty, Tirukovela Sai Keertan, and P. V. V. S. S. R. Krishna. "Shear capacity enhancement of slab-column joint of a flat slab system." IOP Conference Series: Earth and Environmental Science 1409, no. 1 (2024): 012040. http://dx.doi.org/10.1088/1755-1315/1409/1/012040.

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Abstract The need for beam-less space structures has been increasing globally in recent times to meet the demand new construction method is being used popularly known as Flat slab. Flat Slab has many advantages such as ease of application of formwork, more space to occupy, and shorter duration for construction. Implementing efficient load-bearing structures is an often-underestimated measure with enormous saving potential compared to conventional, but rather criteria such as construction costs the possibility of integrating building services components must be socially sustainable including sa

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Maskur, Atep, Sahrul Ramdan, and Idan Setiari. "ANALISIS PERBANDINGAN BIAYA DAN WAKTU PEKERJAAN PELAT BETON KONVENSIONAL DENGAN PANEL BETON." SEMINAR TEKNOLOGI MAJALENGKA (STIMA) 6 (November 17, 2022): 52–60. http://dx.doi.org/10.31949/stima.v6i0.735.

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The New Classroom of Galuh University is a 2-storey building that uses concrete floor panel slab construction. The use of the concrete floor panel slabs is due to insufficient road access to the location to use ready mix cast concrete and to streamline project implementation time. The purpose of this study is to find out how much the cost and time comparison of the work of conventional concrete floor slabs and concrete floor panels is. This research was conducted in the new classroom building of Galuh University. The results of data analysis show that the budget required for conventional concr

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Pimentel, Roberto Leal, Sandro Marden Torres, Enildo Tales Ferreira, and Aluísio Braz de Melo. "Structural Integrity Assessment of Precast Concrete Slabs Employing Conventional and Recycled Coarse Aggregates via Vibration Tests." Key Engineering Materials 600 (March 2014): 504–13. http://dx.doi.org/10.4028/www.scientific.net/kem.600.504.

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Precast slabs were tested, consisting of ceramic blocks supported by concrete ribs and with a concrete topping a few centimeters thick. These structures are very common in Brazil, being employed for the construction of houses and small buildings. In one of the tested slabs, recycled coarse aggregate was employed while conventional aggregate (granite gravels and quartz sand) was employed in the other tested slab. This study is part of a broader experimental programme which was designed to assess the applicability of concrete containing recycled aggregates as conventional aggregate replacement.

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Heronilda, Andaque, and Sadeghi Kabir. "Comparison Between Timber Concrete Composite Slab and Solid Slab for Residential Buildings." International Journal of Innovative Science and Research Technology 8, no. 5 (2023): 612–23. https://doi.org/10.5281/zenodo.7950950.

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This research aims to compare Timber concrete slabs (TCC) with solid slabs (RC) to show that TCC may be used to minimize building weight and construction costs. Moreover, the purpose of this project is to use CypeCAD software to design a one-way TCC slab and a two-way solid slab, analyze the data supplied in the software, and compare the findings according to the Eurocode standard. The results illustrate that although the timber concrete composite slab is a new constructive solution and is little used in many constructions, it is less expensive compared to the conventional solution adopted in

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Rupidara, Yohanes Alexander, Remigildus Cornelis, and Tri M. W. Sir. "Analisis Perbandingan Kinerja Seismik dari Struktur Gedung dengan Pelat Konvensional, Waffle Slab, dan Flat Slab." JURNAL FORUM TEKNIK SIPIL (J-ForTekS) 2, no. 1 (2022): 80–91. http://dx.doi.org/10.35508/forteks.v2i1.5496.

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Indonesia is a country with high earthquake risk because it is located in the path of the most active earthquake in the world. It makes Indonesia situated in a region with a high earthquake intensity. The study aimed to determine the seismic performance levels of building structures with conventional slabs, waffle slabs, and flat slabs with the time history analysis method. There are three models of structures studied, namely building structures with conventional plates, building structures with waffle slabs, and building structures with flat slabs, with a 5-story structure system, where the l

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Bosbach, Sven, Matthias Kalthoff, Cynthia Morales Cruz, Viviane Adam, Thomas Matschei, and Martin Classen. "Digital Prefabrication of Lightweight Building Elements for Circular Economy: Material-Minimised Ribbed Floor Slabs Made of Extruded Carbon Reinforced Concrete (ExCRC)." Buildings 13, no. 12 (2023): 2928. http://dx.doi.org/10.3390/buildings13122928.

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To reduce resource consumption and the carbon footprint of the construction industry, new construction principles that stipulate the minimisation of materials are urgently needed. Floor slabs show high potential for saving materials and CO2 emissions, as they account for around 50% of the total volume of concrete used worldwide. A promising approach is the use of corrosion-resistant carbon fibre-reinforced polymer (CFRP) reinforcement, which requires only a small concrete cover to meet bond requirements. Regarding the component’s topology, material-efficient ribbed or waffle slabs have been bu

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Pandey, Anurag Kumar. "Seismic Analysis of Commercial Building with Grid/Waffle slab using ETABS." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 679–85. http://dx.doi.org/10.22214/ijraset.2021.38486.

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Abstract: In This I have studied the seismic response of various types of slab in commercial buildings and their seismic behavior is studied. As we know every year uncountable number of earthquakes occur at different places, that means, small movements of tectonic plates occur all the time causing earthquakes. A seismic resistant designed building can provide safety for more people. slabs and roofs needed more columns if we design seismic resistant design but at some places like airport, shopping mall, commercial building more column can create some problem. To overcome this problem seismic de

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Pandey, Anurag Kumar. "Seismic Analysis of Commercial Building with Grid/Waffle slab using ETABS." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 679–85. http://dx.doi.org/10.22214/ijraset.2021.38486.

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Abstract: In This I have studied the seismic response of various types of slab in commercial buildings and their seismic behavior is studied. As we know every year uncountable number of earthquakes occur at different places, that means, small movements of tectonic plates occur all the time causing earthquakes. A seismic resistant designed building can provide safety for more people. slabs and roofs needed more columns if we design seismic resistant design but at some places like airport, shopping mall, commercial building more column can create some problem. To overcome this problem seismic de

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Ranjitham, M., and N. V. Manjunath. "Experimental and numerical investigation on structural behaviour of Bubble Deck Slab with conventional slab." International Journal of Trend in Scientific Research and Development Volume-2, Issue-3 (2018): 2614–17. http://dx.doi.org/10.31142/ijtsrd11532.

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A. Alwash, Nameer, and Fatimah H. Naser Al-Mamoori. "Behavior of The RC Slab-Beam System Using Self Compacting Concrete." International Journal of Engineering & Technology 7, no. 4.20 (2018): 507. http://dx.doi.org/10.14419/ijet.v7i4.20.26252.

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The present study includes an experimental investigation of the behavior of square reinforced concrete slabs. These slabs are with and without edge beams under uniformly distributed load with corner supports using two types of self compacting concrete (SCC), the first type of SCC incorporated limestone filler and the other was without filler, the results obtained are compared with those obtained from conventional concrete (CC).The experimental program consists of testing nine square slab samples. Three of these slab samples are flat in shape with panel dimensions of 1050×1050×50 mm depth. The

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Mohsin, Mohammed. "An Analytical Study of Flat Slab and Convention Slab with Framed Tube System by Performing Time History Analysis." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 2133–40. http://dx.doi.org/10.22214/ijraset.2021.38334.

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Abstract: To study seismic demand for regular reinforced concrete frame of flat slab with drop and conventional slab structure by using framed tube structural system by performing time history analysis. The performance of these slabs on 30 storey building will be studied for the analysis, seismic zone (v) will be considered. It is a type of linear dynamic analysis, in which the strength of the structure is tested within the elastic limit of the structure. In this project, high rise building of 30 of area 1296sq.m along with framed tube subjected to earthquake loading are analysed by time histo

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Saeed, Hafiz Zain, Muhammad Zubair Saleem, Yie Sue Chua, and Nikolai Ivanovich Vatin. "Research on Structural Performance of Hybrid Ferro Fiber Reinforced Concrete Slabs." Materials 15, no. 19 (2022): 6748. http://dx.doi.org/10.3390/ma15196748.

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Reinforced concrete structures, particularly in cold areas, experience early deterioration due to steel corrosion. Fiber-Reinforced Concrete (FRC) is an emerging construction material and cost-effective substitute for conventional concrete to enhance the durability and resistance against crack development. This article examines the structural performance of hybrid ferro fiber reinforced concrete slabs (mix ratio of mortar 1:2) comprising silica fume, layers of spot-welded mesh and different ratios of polypropylene fibers. The ferrocement slabs are compared with a conventional Reinforced Cement

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Thakur, Er Maneesh. "Analytical Investigation of Structural Behaviour of Conventional Slab and Flat Slab in Multi-storeyed RCC Framed Structure." International Journal for Research in Applied Science and Engineering Technology 13, no. 1 (2025): 1504–20. https://doi.org/10.22214/ijraset.2025.66607.

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Analysis and design of buildings must take earthquakes into account. Analyzing how a structure will react to a given set of loads is called structural analysis. Design is the process of determining the structure's proper parameters. It would take a long time to do structural analysis and design by hand. Any building may be easily analysed and designed with the help of software. The goal of this research and design study is to compare and contrast four common commercial building slab configurations—the conventional slab, the flat slab with drop panels, the grid/waffle slab, and the structure wi

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Abdul Hamid, Mohd Samsudin, Muhammad Zaim Zulkiple, Hafizah Muhammad Azlan, and Noor Syafeekha Mohamad Sakdun. "Structural Performance of Reinforced Concrete Double Layer Bamboo Bubble Slab Under Uniformly Distributed Load." ESTEEM Academic Journal 19, September (2023): 11–22. http://dx.doi.org/10.24191/esteem.v19iseptember.21179.

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The architectural use areas in the structure are formed by reinforced concrete (RC) slabs, which transport vertical loads to the beams, columns, load-bearing walls, and shear walls. The slab is an important structural member of reinforced concrete building structures and concrete-intensive parts of structural members. . The slab deflects significantly when the load acting on the slab or the clear span between columns is large. As a result, the slab's thickness increases to accommodate the load received. Since this slab's self-weight increases as the thickness increases, the slabs get heavier a

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Nikam, Y. K., and Dr H. S. Jadhav. "Review on Multistoried Building with Flat and Grid Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4337–44. http://dx.doi.org/10.22214/ijraset.2022.45993.

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Abstract: An increase the use of tall structures is caused by a constant rise in population. An earthquake is called on by seismic waves that reach the surface of the earth. Different locations experience different shaking intensity during earthquakes, and these locations also experience various degrees of construction damage. In order to build the structure to withstand an earthquake, these lateral forces on the structure must be estimated and specified. Structures should be stiff and strong enough to control displacement at supports and be designed to resist these rapid forces. Even a buildi

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Handayani, Anjas, and Mochamad Elvan Reza. "COMPARISON OF CONVENTIONAL SLAB AND METAL DECK COMPOSITE SLAB METHOD TO TIME AND COST IN TRANSPARK CIBUBUR PROJECT." Neutron 20, no. 01 (2020): 56–62. http://dx.doi.org/10.29138/neutron.v20i01.49.

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in the implementation of the Transpark Cibubur project, especially in Tower C Apartment there are several problems in conventional slab methods including the need for a longer construction time. With some thoughts and considerations, the work method of floor slab was changed from conventional method to metal deck composite slab method. In this research, a comparative of conventional slab and metal deck composite slab method in Tower C of the Cibubur Transpark Project is the object of research to compare the two methods to speed of implementation and cost requirements. The analysis results show

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Longauerová, Margita, Mária Fedorová, Pavel Bekeč, et al. "Effect of Sample Thickness on Slab Surface Zone Toughness in IF and Microalloyed Steels." Key Engineering Materials 647 (May 2015): 47–55. http://dx.doi.org/10.4028/www.scientific.net/kem.647.47.

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The aim of this work was to analyze the effect of sample thickness on toughness of the slab surface zone at ambient temperature in IF and microalloy steels. Transitional slabs with different pulling rates at the start and the end of the slab were used as well as slabs with standard pulling rates. Samples of standard size 10x10x55 mm and also non-standard size 5x10x55 mm were used for Charpy impact testing. It was confirmed that higher toughness values were found in thin non-standard size samples (5x10x55 mm), or more precisely for a larger portion of non-standard samples with toughness values

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Muhammad Khairussaleh, Nor Ashikin, Ng Kah Hoe, Roslina Omar, and Gerald A. R. Parke. "The Effect of Area Loading and Punching Shear on the Reinforced Concrete Slab Containing Spherical Plastic Bubble Balls." Key Engineering Materials 912 (March 4, 2022): 211–23. http://dx.doi.org/10.4028/p-m89355.

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The reinforced bubble deck slab or BubbleDeck is a unique system that improves the building design and performance of structures. This slab structure is a reinforced concrete structure that contains high-density polyethene (HDPE) hollow spherical plastic bubble balls with less concrete volume compared to a normal reinforced concrete slab. The system can facilitate up to a 50% longer span compared to a conventional reinforced concrete solid slab. But, eliminating the deadweight concrete may affect the actual performance of the slab structure such as its flexural and shear capacity. Thus, this p

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Putri, Julieta Eka Yudo, M. Mirza Abdillah Pratama, and Undayani Cita Sari. "Embodied carbon analysis on multi-story building using flat slab and conventional slab system." E3S Web of Conferences 445 (2023): 01037. http://dx.doi.org/10.1051/e3sconf/202344501037.

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Concrete is a construction material that is responsible for a large portion of carbon emissions from the construction industry due to the use of heavy-duty machines during materials processes, transportation, and concreting. Improvement of engineering design has been conducted by previous researchers to develop an eco-friendlier built environment. The use flat slab system could reduce the work quantity due to the abstain of beams as structural members. Therefore, the flat slab should be designed to independently withstand flexure during the loading action. This current study intends to compare

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Salomão, Ítalo Linhares, and Placido Rogério Pinheiro. "Exploring Analytical Hierarchy Process for Multicriteria Assessment of Reinforced Concrete Slabs." Applied Sciences 13, no. 17 (2023): 9604. http://dx.doi.org/10.3390/app13179604.

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The decision regarding which slab type should be used in a building is generally made by the structural engineer, considering structural efficiency and compatibility with the architectural design, as well as the costs related to the amount of material used in each option. Because of the technical responsibilities inherent to this specialty, the decision-making process neglects to encompass various other factors of consequence that influence the construction process. These considerations include productivity, the visual and aesthetic characteristics of the slab, waste generation, and thermal an

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T. Mane, Gaurav. "Review on Bubble Deck Slabs Technology & Their Real-Life Implementation." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 05 (2025): 1–9. https://doi.org/10.55041/ijsrem49196.

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I.ABSTRACT: A fashion known as "bubble deck slab" reduces structural dead weight significantly by basically removing all concrete from the center of a floor slab that is not serving any structural purpose. In the middle of the slab, ineffective concrete is replaced with high density polyethylene hollow spheres, which reduce dead weight and boost floor effectiveness. By creating the cavities, the slab becomes 30 to 50 percent lighter than conventional reinforced slabs and reducing the loads on the foundation, walls and columns and of course, the entire structure. Reduced energy use for manufact

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M., Ranjitham, and V. Manjunath N. "Experimental and numerical investigation on structural behaviour of Bubble Deck Slab with conventional slab." International Journal of Trend in Scientific Research and Development 2, no. 3 (2018): 2614–17. https://doi.org/10.31142/ijtsrd11532.

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Slab is one of the largest consuming concrete member to carrying a load. A slab being the essential part of the building and should be successfully intended and utilized. The slab requires more concrete, while constructing the co2 emission is high and it leads to global warming, hence has to be optimized. Concrete plays a major role in the construction field. The usage of concrete is high in slab construction. Multiple elements transferring and resisting external loads throughout the structure. The vertical loads acting on the slab can be transferring to the beam and then column .The gravity p

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Chen, Jihao, Xin Li, and Qian Zhu. "Study on Mechanical Behavior of Hollow-Core Slab Bridge with Pinned Reinforcement." Materials 16, no. 14 (2023): 4949. http://dx.doi.org/10.3390/ma16144949.

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Joints connect prefabricated hollow-core slabs, the key elements of force transmission of hollow-core slab bridges. The joints are easily damaged, which affects the integrity and safety of the hollow-core slab bridge. This paper uses MIDAS FEA NX finite element analysis software to simulate the deep hinge joint segment model, comparing and analyzing the finite element simulation analysis results with the test results, and proposes the critical parameters of the hinge joint interface and concrete damage plasticity. Further, an assembled hollow slab bridge model is established to compare and ana

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