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Journal articles on the topic 'Precast concrete construction Design and construction'

Author: Grafiati

Published: 10 December 2022

Last updated: 31 July 2025

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1

Prof.Eshwaraj, Dr. Vinod B R, Dr. Ananthayya M B, and Prof. Gowtham B. "Precast Concrete Construction Technology." International Research Journal on Advanced Science Hub 7, no. 02 (2025): 70–78. https://doi.org/10.47392/irjash.2025.009.

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Multi-storey building would be the greater part influenced by quake constrains to seismic prone areas. The major concern in the design of the multi-Storey building is the structure to have enough lateral stability to resist lateral forces buckling to control lateral drift and displacement of the building. The application of the shear wall system in Reinforcement concrete (RC) building has been widely used to minimize seismic consequences. Besides, the building with concentrated steel bracing system is used for the building. Both of the system has significance of the structural performance. Alt

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Hamzeh, Farook, Omar Abdul Ghani, Mohammad Bassel Saleh Bacha, and Yara Abbas. "Modular concrete construction." Engineering, Construction and Architectural Management 24, no. 6 (2017): 935–49. http://dx.doi.org/10.1108/ecam-11-2014-0148.

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Purpose This study evaluates the enablers and barriers for modular concrete construction in Lebanon. The purpose of this paper is to investigate various factors (time, cost, technical know-how, organizational, sustainability, etc.) and their influence on the choice of the construction method. The paper examines the different assessments of designers, manufacturers, and contractors regarding precast construction in comparison to traditional in-situ methods, and highlights the major differences in their views. Design/methodology/approach Structured face-to-face surveys were conducted with top ma

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Fan, Xin Hai, Rong Quan Ma, and Ming Liu. "Design on a Total Precast Concrete Parking Structures." Applied Mechanics and Materials 351-352 (August 2013): 641–44. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.641.

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The construction noise and wasted material of total precast concrete structure are reduced by factory production of components and assembled construction, green construction can be achieved.Combined with the first total precast parking structure in China, the connection modes of precast components are introduced,such as between precast columns and precast columns, between precast columns and precast inverted beams, between precast double tee slabs and precast columns or precast shear wall, which can provide a reference for the design of similar engineering.

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Dr., R. N. Uma, Suganya S., and V. Saranya C. "A REVIEW ON PERFORMANCE OF SELF COMPACTING CONCRETE USING MINERAL AND CHEMICAL ADMIXTURE." International Journal of Engineering Research and Modern Education Special Issue, April 2017 (2017): 157–61. https://doi.org/10.5281/zenodo.573200.

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Self-Compacting Concrete Originally developed in Japan, SCC technology was made possible by the much earlier development of Superplasticisers for concrete. The self-compacting concrete (SCC), has been used in precast constructions like bridge, building and tunnel construction since the early 1990’s. In the last five years, a number of SCC bridges have been constructed in Europe. The application of SCC in highway bridge construction is very limited at this time. However, the U.S. precast concrete industry is beginning to apply the technology to architectural concrete. SCC has high potential for

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Wenke, Jeff M., and Charles W. Dolan. "Structural integrity of precast concrete modular construction." PCI Journal 66, no. 2 (2021): 58–70. http://dx.doi.org/10.15554/pcij66.2-02.

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The American Concrete Institute’s (ACI’s) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) contains structural integrity provisions for precast concrete panel buildings but does not address the structural integrity of precast concrete modules. ACI 318 requires spaced steel ties in all directions to tie the precast concrete panel elements together. These criteria are impractical for precast concrete modules due to the construction methods and the overall rigidity of each module. Precast concrete modules are inherently stable, even when subjected to Ge

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Kanchle, Nikhil, Neelam Khushwa, and Nitya Durve. "Precast Concrete Work in Curved Structures." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (2023): 830–34. http://dx.doi.org/10.22214/ijraset.2023.54708.

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Abstract: Building component producers face additional hurdles as a result of free form architecture with complicated geometries. A number of famous buildings now include geometrically intricate freeform skins and structures.The skins must be decomposed into manufacturable panels and adequate support structures must be provided. This presentation will go over concrete work in curved constructions. A concrete shell, also known as a thin shell concrete structure, is a construction made of a relatively thin shell of concrete that often lacks interior columns and outside buttresses. Concrete shell

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Shi, Xiaona, Xian Rong, Lin Nan, Lida Wang, and Jianxin Zhang. "A New Steel-Joint Precast Concrete Frame Structure: The Design, Key Construction Techniques, and Building Energy Efficiency." Buildings 12, no. 11 (2022): 1974. http://dx.doi.org/10.3390/buildings12111974.

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Assembled methods play a critical role in the construction of precast concrete structures. However, conventional dry-connections-like sleeve grouting joints in precast concrete structures lagged at a low construction and management efficiency with poor quality control. In this study, a novel steel joint for precast reinforced concrete beam-column components is proposed to improve constructability. New joints transform the assembled method from reinforced concrete members into a steel structure by setting a pre-embedded steel connector at both ends of reinforced concrete beams and columns, show

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Fotin, O. V. "Russia’s technological sovereignty ensuring." Stroitel nye Materialy, no. 3 (March 15, 2025): 37–45. https://doi.org/10.31659/0585-430x-2025-833-3-37-45.

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The “Strategy for construction industry and housing and communal services development in the Russian Federation for period up to 2030 with a forecast up to 2035” noted the need to reduce the investment and construction cycle duration by at least 30% due to, among others, standard design and precast concrete construction mass implementation. Precast concrete buildings and structures construction is a system consisting of the engineering community various activities. Creation of a technical documentation unified system that can be used by any designers, manufacturers of precast concrete and buil

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Kim, Haena, Byungkyu Moon, Xinyu Hu, et al. "Construction and Performance Monitoring of Innovative Ultra-High-Performance Concrete Bridge." Infrastructures 6, no. 9 (2021): 121. http://dx.doi.org/10.3390/infrastructures6090121.

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The application of Ultra-High-Performance Concrete (UHPC) materials in rehabilitating bridges and constructing primary bridge components is increasing rapidly across the world because of their superior strength and durability characteristics when compared to regular concretes. However, there have been few new bridges constructed using UHPC materials with regular formworks, ready-mix trucks, and construction equipment. This paper presents a comprehensive report encompassing the design, construction, and performance monitoring of a new bridge constructed in Iowa using a unique UHPC technology th

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Peng, Peng, Zu Guang Yuan, Bo Tian, and Kai Min Niu. "Research on Application of Precast-Assemble Technology to Road Maintenance Engineering." Applied Mechanics and Materials 361-363 (August 2013): 1693–98. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1693.

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Through research on precast assembling structural design and construction technology in cement concrete pavement maintenance engineering, this paper brings forward reasonable size for precast assembling slab in cement concrete pavement maintenance engineering to improve original precast assembling construction technology and brings forward effective improvement measures for original construction technical difficulties. And simultaneously, through making a comparison of socioeconomic benefits among precast assembling maintenance mode, cast-in-place ordinary concrete maintenance mode , cast-in-p

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Ellman, Roderic A., Simon Harton, and Harold E. Wescott. "Design-Construction of Precast Prestressed Concrete Floating Wave Attenuator." PCI Journal 42, no. 4 (1997): 30–40. http://dx.doi.org/10.15554/pcij.07011997.30.40.

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Okude, H., T. Kihara, T. Nakano, and Y. Ishikawa. "Design and Construction in Suita Stadium using Precast Concrete." Concrete Journal 53, no. 11 (2015): 986–91. http://dx.doi.org/10.3151/coj.53.11_986.

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Pate, W. Denney. "Innovative Design and Construction of Chesapeake and Delaware Canal Bridge." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 44–48. http://dx.doi.org/10.3141/1696-41.

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An outstanding accomplishment of bridge design, construction, and management, the Chesapeake and Delaware (C&D) Canal Bridge demonstrates that precast, segmental, cable-stayed bridges can be an economical and aesthetically pleasing solution in an area of the country where steel bridges are predominant. The C&D Canal Bridge is the first major concrete segmental cable-stayed bridge structure to be completed in the Northeast. The $58 million C&D Canal Bridge is a precast concrete, segmental structure 1417 m (4,650 ft) in length. Twin parallel box girders were designed to provide six l

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Kaeng, Lidya, Gloria Pola, Rilya Rumbayan, and Jeanely Rangkang. "Design and Analysis Structural of a Sustainable Prayer Hall Building Using Precast Concrete." Formosa Journal of Sustainable Research 4, no. 2 (2025): 373–80. https://doi.org/10.55927/fjsr.v4i2.43.

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The construction of musholla buildings requires efficient, durable, and cost-effective structural planning. An increasingly adopted method is using precast concrete, known for its faster implementation, controlled quality, and reduced waste. This study aims to design the structural framework of a musholla using precast concrete, focusing on elements such as beams, columns, and slabs, in line with Indonesian standards like SNI 2847:2019 and SNI 1726:2019. The process includes analyzing structural loads—dead, live, and seismic—and calculating dimensions and reinforcements. Additionally, connecti

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Saatcioglu, Murat, Denis Mitchell, René Tinawi, et al. "The August 17, 1999, Kocaeli (Turkey) earthquake damage to structures." Canadian Journal of Civil Engineering 28, no. 4 (2001): 715–37. http://dx.doi.org/10.1139/l01-043.

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The 1975 Turkish code provisions are first reviewed to provide the background for design and detailing of structures prior to the earthquake. The performance of reinforced concrete and masonry structures is described indicating many of the deficiencies in design, detailing, and construction execution. The behaviour of precast concrete structures, steel structures, and industrial facilities is also presented. The provisions of the 1997 Turkish building code are summarized and a description of new construction provides evidence of both excellent and poor construction practice. Some examples of r

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Koyankin, Aleksandr Aleksandrovich. "LIGHTWEIGHT SLAB CAST OVER PRECAST JOISTS." Vestnik MGSU, no. 6 (June 2017): 636–41. http://dx.doi.org/10.22227/1997-0935.2017.6.636-641.

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Precast-monolithic house-building in domestic and world practice is a significant part in the mass construction. We propose a relatively large number of designs of precast-monolithic buildings, as well as its individual elements. Despite this, we cannot say that found the most effective constructive solutions able to satisfy the requirements of consumers (future residents) and builders. On this basis, we developed quite effective, from the point of view of construction and further operation, a constructive solution of light weight precast-monolithic overlap. Some features offered are overlappi

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Gang, Rui, Zhongxing Duan, Lin Wang, Lemeng Nan, and Jintao Song. "A Robotic Solution for Precision Smoothing and Roughening of Precast Concrete Surfaces: Design and Experimental Validation." Sensors 24, no. 11 (2024): 3336. http://dx.doi.org/10.3390/s24113336.

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Prefabricated construction has pioneered a new model in the construction industry, where prefabricated component modules are produced in factories and assembled on-site by construction workers, resulting in a highly efficient and convenient production process. Within the construction industry value chain, the smoothing and roughening of precast concrete components are critical processes. Currently, these tasks are predominantly performed manually, often failing to achieve the desired level of precision. This paper designs and develops a robotic system for smoothing and roughening precast concr

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Saputra, Pungky Dharma. "Identification of Precast Parapet Work Activities in Elevated Railway Construction." Applied Research on Civil Engineering and Environment (ARCEE) 2, no. 02 (2021): 52–61. http://dx.doi.org/10.32722/arcee.v2i02.3416.

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Railway infrastructure development is very massive in Indonesia. Many projects have been constructing since 2013, such as the Mass Rapid Transit (MRT), Light Rail Transit (LRT), Double-Double Track (DDT), and High-Speed Rail (HSR). And all of these projects were design with elevated structures. When applying precast parapet panel technology in the MRT project elevated section, the contractor didn’t have a reference for precast parapet work activities. Hence, it required new planning for its construction and took time. The project sample of this research was MRT Jakarta CP 103 Project. There we

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Yu, Haitao, Mohamed Al-Hussein, Reza Nasseri, and Roger J. Cheng. "Sustainable precast concrete foundation system for residential construction." Canadian Journal of Civil Engineering 35, no. 2 (2008): 190–99. http://dx.doi.org/10.1139/l07-112.

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Residential construction has changed little in decades. In North America, houses are constructed predominantly with cast-in-place (CIP) concrete basement foundations and “custom-built” wood platform – framing structures. To improve the productivity of residential construction, a precast concrete foundation (PCF) system was developed by the University of Alberta and its industrial partners. Although the PCF system can be built much faster and better than conventional CIP foundations, it has not been considered a viable alternative in residential construction due to the belief that it is costly

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Yang, Xinlei, and Hailiang Wang. "Seismic Behavior of Rammed Earth Walls with Precast Concrete Tie Columns." Advances in Materials Science and Engineering 2018 (2018): 1–10. http://dx.doi.org/10.1155/2018/9739853.

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Rammed earth (RE) constructions are widespread in underdeveloped rural areas in developing countries. However, these RE constructions are often susceptible to earthquake damage due to their poor seismic performance. Precast concrete tie columns and ring beam (tie bars) were proposed to improve the seismic behavior of RE constructions. Four RE walls, including a traditional RE wall and three RE walls with precast concrete tie columns and ring beam (tie bars), were tested under reversed cyclic loading, and the seismic behavior of these tested specimens was evaluated in terms of failure pattern,

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Kim, Seungho, Dong-Eun Lee, Yonggu Kim, and Sangyong Kim. "Development and Application of Precast Concrete Double Wall System to Improve Productivity of Retaining Wall Construction." Sustainability 12, no. 8 (2020): 3454. http://dx.doi.org/10.3390/su12083454.

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The construction of most apartment underground parking lots utilizes reinforced concrete (RC) structures composed mainly of rebar work and formwork. RC structures lower construction efficiency and significantly delay the construction because they require a large number of temporary materials and wooden formwork. In this study, a precast concrete double wall (PCDW) system was developed to address the existing problems of RC structures and to improve the productivity of retaining wall construction. PCDW is a precast concrete (PC) wall in which two thin concrete panels are connected parallel to e

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Ramos, Bruno Elias, John Colao, Paul Martinez, Peter G. Trolani, and Ted Wolfstahl. "Precast Concrete Canopy Offers Innovative Design and Fast Track Construction." PCI Journal 46, no. 1 (2001): 14–21. http://dx.doi.org/10.15554/pcij.01012001.14.21.

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Montgomery, C. James, R. M. Morison,, J. R. Channen, and D. O. Tutty. "Design and Construction of a Buried Precast Prestressed Concrete Arch." PCI Journal 38, no. 1 (1993): 40–57. http://dx.doi.org/10.15554/pcij.01011993.40.57.

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Li, Fu Rong, Hou Chao Sun, and Qian Zhou. "Design and Test of Self-Draining Pile." Applied Mechanics and Materials 353-356 (August 2013): 289–92. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.289.

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putting out a new pile type, that is, making the precast concrete pile with a vertical side channel and pouring the yellow sand, which lead to the pile had the self-draining function, reduce the soil squeezing effect of precast concrete pile construction in saturated soft clay, that is, the design principles and methods of self-draining pile. Indoor model test showed that the self-draining piles could reduce the pore water pressure, and its effect was obviously, its role is equivalent to sand wells, sand bags wells or plastic drain board, which meet the requirements of the construction techniq

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Vandercruyssen, David, Simon Baker, David Howard, and George Aggidis. "Tidal Range Barrage Design and Construction." Applied Sciences 14, no. 11 (2024): 4592. http://dx.doi.org/10.3390/app14114592.

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The west coast of Great Britain has the potential for barrages to create tidal range reservoirs that both facilitate electricity generation and prevent flooding from sea level rise. Seawater flows into and out of the reservoir, or impoundment, through turbines and sluices. The impounded water follows the natural tidal sequence but with a delay which creates a head between the two bodies of water. Traditional designs for barrages use earth embankments, with impermeable cores and rockfill protection. More recently, breakwaters and jetties have been constructed using precast concrete vertical cai

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Thulasirangan Lakshmidevi, Manivannan, K. S. K. Karthik Reddy, Riyadh Al-Ameri, and Bidur Kafle. "A Review on Design Considerations and Connection Techniques in Modular Composite Construction." Applied Sciences 15, no. 10 (2025): 5256. https://doi.org/10.3390/app15105256.

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Precast concrete structures have become increasingly popular in the construction industry due to their ability to enhance efficiency, structural soundness, quality, and sustainability. Among these, modular construction has emerged as a transformative approach that fully leverages precast technology by manufacturing 3D modules off-site and assembling them on-site using inter-module connections. This study reviewed current literature trends on precast concrete structures and modular construction, analysing how modular construction distinguishes itself from other precast systems. This review furt

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Lapyrev, Sergey N. "Sustainable сonstruction тechnologies: an innovative GREEN CODE precast reinforced concrete system". Concrete and Reinforced Concrete 623, № 4 (2024): 29–38. https://doi.org/10.37538/0005-9889-2024-4(623)-29-38.

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Sustainable construction technologies, which today form the trends in the development of the global construction industry and related economic, political, environmental and social aspects, are firmly based on the principles of implementing the main directions: durability, climateefficient construction, carbon neutrality, energy conservation, energy efficiency, resource conservation, recycling. The concept of tomorrow is precast concrete construction systems, unique in their content and individuality, capable of providing reliable design, high profitability, high requirements for indoor climate

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Radkevich, Anatolii, Andrii Netesa, and Taisiia Tkach. "ANALYSIS OF STRENGTH GAIN BY PRECAST CONCRETE ELEMENTS IN WINTER CONDITIONS." Urban development and spatial planning, no. 85 (March 29, 2024): 526–36. http://dx.doi.org/10.32347/2076-815x.2024.85.526-536.

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Despite the significant dominance of monolithic construction over prefabricated construction, the latter method remains relevant for infrastructure, industrial and public construction in Ukraine. Given the challenges of today, military operations, energy difficulties, there is a growing need to accelerate the pace of construction of buildings and structures, including in winter conditions. This can be achieved through the use of precast concrete structures, the assembly of which requires minimal energy and logistics. Given the need to speed up the precast manufacturing cycle at construction pl

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Zhao, Dong Qi, Yi Jun Tang, Hui Li, Gui Feng Song, and Feng Ling Guan. "The Application Research of Reinforced Concrete Multi-Ribbed Hollow Composite Slab in the Road Slab Culvert." Advanced Materials Research 368-373 (October 2011): 307–11. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.307.

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Reinforced concrete cover in the road culvert cover design, in order to facilitate the construction, usually using precast reinforced concrete solid slab, but the overall cost is not low. This article researched a reinforced concrete multi-ribbed hollow composite slab, it based on the theory of reinforced concrete multi-ribbed slab structures, using a precast reinforced concrete ribbed slab as the bottom die, then poured reinforced concrete beams and panels rib ,and them constituted a whole stack of reinforced concrete ribbed hollow slab. This kind of cover, compared with the precast reinforce

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Fiala, Ctislav, Jaroslav Hejl, Vladimira Tomalova, et al. "Structural Design and Experimental Verification of Precast Columns from High Performance Concrete." Advanced Materials Research 1106 (June 2015): 110–13. http://dx.doi.org/10.4028/www.scientific.net/amr.1106.110.

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Paper presents some results of long-term research of a new optimized subtle precast construction system based on high performance silicate composites. The system is particularly aimed for building construction in passive or zero-energy standard. Subtle structural elements from high performance concrete (HPC) can be integrated into building envelope of energy efficient buildings with significant reduction of envelope structure and avoiding risk of thermal bridges. Significant advantages of subtle elements are material and energy savings during production, transport, manipulation and constructio

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Dağ, Ilknur, Ali Osman Kuruşcu, and Ali Rıza Parsa. "Architectural And Structural System Design of Precast Concrete Structures In Earthquake Zones." International Journal of Scientific Research and Management 10, no. 07 (2022): 2445–58. http://dx.doi.org/10.18535/ijsrm/v10i7.cs01.

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Precast concrete systems, which are the result of industrialization in the field of construction, are faced with the prejudice of insufficient earthquake resistance despite their many advantages and their use is limited in Turkey. These systems, which have proven earthquake resistance if they are designed properly, can be used safely in low-rise or multi-storey buildings with different functions in earthquake zones. The aim of this study is to determine the architectural design requirements of earthquake-resistant precast concrete structures and to reveal the structural system design approache

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Dağ, Ilknur, Ali Osman Kuruşcu, and Ali Rıza Parsa. "Architectural And Structural System Design of Precast Concrete Structures In Earthquake Zones." International Journal of Science, Technology & Management 3, no. 5 (2022): 1492–502. http://dx.doi.org/10.46729/ijstm.v3i5.591.

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Precast concrete systems, which are the result of industrialization in the field of construction, are faced with the prejudice of insufficient earthquake resistance despite their many advantages and their use is limited in Turkey. These systems, which have proven earthquake resistance if they are designed properly, can be used safely in low-rise or multi-storey buildings with different functions in earthquake zones. The aim of this study is to determine the architectural design requirements of earthquake-resistant precast concrete structures and to reveal the structural system design approache

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Gorst, Nick. "Design of precast concrete floors in steel-framed buildings. Part 1: Slab design." Structural Engineer 96, no. 4 (2018): 24–28. http://dx.doi.org/10.56330/zinf6501.

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In the UK, steel-framed buildings with precast concrete floors are a common form of multistorey building. Such structures may be used for car parking, for commercial, retail or residential property developments, and for public buildings, such as schools and hospitals. This hybrid form of construction has many benefits, including the provision of an early, secure and broad platform from which subsequent site activities can be undertaken. This article is the first in a series of three addressing aspects of designing steel-framed buildings with precast concrete floors. The first article describes

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Gorst, Nick. "Design of precast concrete floors in steel-framed buildings. Part 2: Beam design." Structural Engineer 96, no. 5 (2018): 26–29. http://dx.doi.org/10.56330/csbu6251.

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In the UK, steel-framed buildings with precast concrete floors are a common form of multistorey building. Such structures may be used for car parking, for commercial, retail or residential property developments, and for public buildings, such as schools and hospitals. This hybrid form of construction has many benefits, including the provision of an early, secure and broad platform from which subsequent site activities can be undertaken. This article is the second in a series of three addressing aspects of designing steel-framed buildings with precast concrete floors. The article describes aspe

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Yang, Qiang. "Design and Construction Technology of Prefabricated Reinforced Concrete Slab Culverts." Journal of World Architecture 7, no. 5 (2023): 52–59. http://dx.doi.org/10.26689/jwa.v7i5.5439.

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Compared with traditional cast-in-situ concrete slab culverts, prefabricated reinforced concrete slab culverts can be produced more quickly and has strong quality controllability, strong earthquake resistance, and repeatability. They will be the primary production method of slab culverts in the future. This article offers a comprehensive review of the design and construction technology associated with prefabricated reinforced concrete slab culverts. The objective is to provide a valuable reference for related enterprises, enhance the quality of design and construction in precast pile configura

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Akhnoukh, Amin K. "Application of Large Prestress Strands in Precast/Prestressed Concrete Bridges." Civil Engineering Journal 6, no. 1 (2020): 130–41. http://dx.doi.org/10.28991/cej-2020-03091458.

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The objective of this research is to investigate the advantage of using large-diameter 0.7-inch (18 mm) strands in pretention applications. Large-diameter strands are advantageous in bridge construction due to the increased girders capacity required to sustain exponential increase in vehicle numbers, sizes, and weights. In this research, flexure capacity of girders fabricated using 0.7-inch (18 mm) diameter strands will be calculated and compared to bridge capacities constructed using smaller strands. Finally, two similar bridge sections will be designed using 0.6-inch (15 mm) and 0.7-inch (18

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Khan, Ghufran Ahmad. "Edifices Created with Precast and Prefabricated Components." Journal of Construction and Building Materials Engineering 10, no. 3 (2024): 24–36. http://dx.doi.org/10.46610/jocbme.2024.v010i03.003.

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Typically, the precast and prestressed concrete courses encompass various topics vital for understanding and applying the principles of prestressed concrete design and construction. This paper is designed to educate students on precast and prestressed concrete's theory and practical aspects, emphasizing the importance of understanding the mechanics, design principles, and construction techniques involved. By the end of this paper, one will have a solid foundation in working with these materials and be prepared to apply their knowledge in real-world scenarios. Comprehending the basic principles

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Liu, Hongtao, Qiushi Yan, and Xiuli Du. "Seismic performance comparison between precast beam joints and cast-in-place beam joints." Advances in Structural Engineering 20, no. 9 (2016): 1299–314. http://dx.doi.org/10.1177/1369433216674952.

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Precast reinforced concrete structures are widely used due to many constructional advantages such as faster construction speed, lower construction cost, being environmentally friendly, higher strength, and so on. To study the seismic performance of precast reinforced concrete structures, tests on beam-to-column joints of precast reinforced concrete structures were conducted under low reversed cyclic loading. In total, four joint specimens were produced in this study, including two precast joints and two cast-in-place joints. In addition to the comparison between different types of joints, the

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Borek, Przemysław, and Ligia Szulc. "The role of precast concrete in architecture." Cement Wapno Beton 27, no. 3 (2022): 211–23. http://dx.doi.org/10.32047/cwb.2022.27.3.5.

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Technological progress in construction is manifested in both industrialization of construction projects and in the production of high-quality precast elements in complex architectural projects. The production process requires detailed preparation. It begins at the design stage of the facility, which is the most important part of the implementation process. There was a significant change in the time-consuming execution of the technical design of the facility, in relation to the production of precast elements and especially the implementation of the facility itself. Production and project manage

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HANSON, JOHN M., E. FRED BRECHER, TED J. GUTT, et al. "Recommendations on Responsibility for Design and Construction of Precast Concrete Structures." PCI Journal 33, no. 4 (1988): 44–52. http://dx.doi.org/10.15554/pcij33.4-04.

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Asnaashari, Mi, R. Jon Grafton, and Mark Johnnie. "Precast Concrete Design-Construction of San Mateo-Hayward Bridge Widening Project." PCI Journal 50, no. 1 (2005): 26–43. http://dx.doi.org/10.15554/pcij.01012005.26.43.

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Park, Robert. "Seismic Design and Construction of Precast Concrete Buildings in New Zealand." PCI Journal 47, no. 5 (2002): 60–75. http://dx.doi.org/10.15554/pcij.09012002.60.75.

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Tai, T., K. Mitsuhashi, G. Setsu, K. Kaneko, M. Hirao, and Y. Mizushima. "Design and Construction of Staggered Precast Concrete Wall─FUJISOFT Shiodome Building─." Concrete Journal 62, no. 3 (2024): 236–41. https://doi.org/10.3151/coj.62.3_236.

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Chandra, Jimmy, Lokito V.N., and Tambuna J.A. "Seismic Performance of Precast Concrete Special Moment Frames with Hybrid Connection System in Five and Ten Story Buildings." Civil Engineering Dimension 25, no. 2 (2023): 85–95. http://dx.doi.org/10.9744/ced.25.2.85-95.

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Precast concrete has been widely implemented in various construction projects due to shorter construction duration and consistent quality. In a previous study, Solberg et al. (2008) conducted an experiment on hybrid beam-column connections with Damage Avoidance Design concept to improve the seismic performance of precast concrete special moment frames. The objective of this study is to further evaluate the seismic performance of precast concrete special moment frames with the hybrid beam-column connections in five and ten story buildings. The evaluation was done through non-linear dynamic time

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Callicutt, Edwin. "Special-Design Precast Concrete Beams for Sidney Lanier Bridge Replacement Project." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 48–51. http://dx.doi.org/10.3141/1696-07.

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The Sidney Lanier Bridge Replacement Project is a $100 million undertaking in Brunswick, Georgia, that will lead to the replacement of an existing 40-year-old steel lift-span structure. The approach bridges that lead to the project’s main-span unit consist of 16 spans of 54.9-m (180-ft), special-design, precast concrete beams as well as 14 spans of 36.6-m (120-ft) Type V AASHTO girders. The special-design beams are 2.3 m (7.5 ft) deep, are erected as simply supported members and are then made into two-span continuous units by longitudinal posttensioning, and are rigidly connected transversely

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Zhao, Hanxi, and Noriyuki Takahashi. "Seismic Behavior of Precast Prestressed Concrete Frame with Hinge-Relocated Mortise–Tenon Connections." Buildings 14, no. 9 (2024): 3007. http://dx.doi.org/10.3390/buildings14093007.

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To satisfy the easy-construction demands of precast concrete (PCa) frames after an earthquake, a PCa frame with mortise–tenon (MT) connections is proposed in this paper. MT connections are secured solely through the binding force of unbonded prestressed tendons without grouting for easy construction. The design and construction of the joint are detailed. During an earthquake, the hinge system of the connection allows for slight rotational movements. Finite element analysis was employed to assess the joint’s hysteresis behavior, revealing a three-stage earthquake response mechanism: closing, hi

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Li, Wen Yuan, Cheng Lin Ming, and Zhi Yong Kou. "Computer-Aided Design for the Stress Distribution of the T Plate." Applied Mechanics and Materials 71-78 (July 2011): 2999–3002. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.2999.

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The simulation for the situation of inverted T composite slab of precast fabricated construction is done, to analyze the stress distribution in the T composite slab of precast fabricated construction, shows that, the maximum deflection exhibits in the middle of plate. Due to the grouting of the concrete, the T plate and the concrete take effect simultaneously, to make the moment of inertia increase greatly, lower the deformation of the composite plate, and increase the resistance capacity. The T plate is pre-stressed, the stress in the x direction of steel bar will increase to the maximum valu

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Mohammad, Arastu, and Khalid Moin Prof. "Study of Progressive Collapse of Precast Steel Reinforced Concrete Building." International Journal of Recent Technology and Engineering (IJRTE) 12, no. 1 (2023): 81–94. https://doi.org/10.35940/ijrte.A7617.0512123.

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<strong>Abstract:</strong> Progressive collapse starts when any load-carrying elements of the building collapse during extreme loading, such as earthquakes, blasts, or fire. The Precast Steel Reinforced Concrete (PSRC) buildings comprise of precast RCC columns and steel girders. These structural elements are connected to form a moment-resisting frame and are susceptible to progressive collapse. However, this structural system has the advantage of inherent stiffness and damping during lateral loads and is also known for its construction efficiency, lightweight and low cost. Earlier investigatio

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Park, Seon-Chee, Won-Kee Hong, Sunkuk Kim, and Xiangyu Wang. "Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering." Mathematical Problems in Engineering 2014 (2014): 1–14. http://dx.doi.org/10.1155/2014/916951.

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The structural stability, constructability, economic feasibility, environmental-friendliness, and energy efficiency of hybrid composite frame systems have been demonstrated by practical application and research. A hybrid composite frame system combines the economy of precast concrete structures with the constructability of steel frame structures, including erection speed. Novel composite frames will ultimately maximize the efficiency of structural design and facilitate construction. This paper presents hybrid precast frames, which are precast composite frames based on a simple connection betwe

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Moh, Eun Ho, Kyo Shik Park, Jeong Woo Jo, and Myeong Hui Yu. "A Study on the Improvement of Safety Management by Improving the Production Quality of PC(Precast Concrete) : PC Slab Falling Accident in Construction of Logistics Warehouse." Forum of Public Safety and Culture 19 (November 30, 2022): 15–30. http://dx.doi.org/10.52902/kjsc.2022.19.15.

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On 16th of November 2021, the PC slab had been fallen out and dropped to approximately 10M downstairs slab during the PC slab concrete pouring work on the rooftop floor of new logistics warehouse construction in Hwaseoung, Gyeonggi-do, and this accident was mainly caused by the bending fracture of concrete since the weaker strength of the upper compressed concrete compared to the tensile strength of central lower parts failed to withstand the high stress of upper topping concrete pouring. For the investigation of root-cause for above mentioned accident, the design compressive strength had been

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