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Journal articles on the topic 'Buildings, Reinforced concrete Australia Design and construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 January 2023

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1

Elbasha, Nuri Mohamed. "LIGHTER HIGH STRENGTH CONCRETE BEAM." Scientific Journal of Applied Sciences of Sabratha University 2, no. 2 (September 27, 2019): 17–26. http://dx.doi.org/10.47891/sabujas.v2i2.17-26.

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High strength concrete (HSC) has been used extensively in civil construction projects worldwide because it reduces the cross section and the weight of long construction members. In recent years a marked increase in the use of High Strength Concrete (HSC) has been evident in Australian building construction despite the fact that the current Australian design standard provides no design rules for such a material. Very limited information on the properties of HSC and its design and construction processes are available in Australia, although in recent times many studies have been undertaken to pro

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Romanenko, S. M., and Y. P. Andriievska. "TECHNICAL INSPECTION OF THE STRUCTURE AND DEVELOPMENT OF THE STRUCTURE OF FRAMES WITH COLD-ROLLED THIN-WALLED PROFILES." Modern structures of metal and wood, no. 25 (August 2021): 119–29. http://dx.doi.org/10.31650/2707-3068-2021-25-119-129.

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Cold rolled steel structures have been known since the mid-19th century in the United States and Great Britain. Despite the advances in the development of cold-rolled structures, the level of their use was lower than that of hot-rolled structures. A significant factor that influenced this imbalance in application was the fact that there were no regulations. Into different countries of the world have their own national regulations for the calculation of cold-rolled steel structures, which have many controversies. In the European group includes the norms of the countries of the European Union, G

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Otani, Shunsuke. "Earthquake Resistant Design of Reinforced Concrete Buildings." Journal of Advanced Concrete Technology 2, no. 1 (2004): 3–24. http://dx.doi.org/10.3151/jact.2.3.

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Aoyama, H. "Recent development in seismic design of reinforced concrete buildings in Japan." Bulletin of the New Zealand Society for Earthquake Engineering 24, no. 4 (December 31, 1991): 333–40. http://dx.doi.org/10.5459/bnzsee.24.4.333-340.

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    Japan experienced a quick development of highrise reinforced concrete frame-type apartment building construction, about 30 stories high, in the last decade. Outline of this development is first introduced in terms of planning of buildings, materials, construction methods, earthquake resistant design and dynamic response analysis. This quick development was made possible by, among others, the available high strength concrete and steel. In an attempt to further promote development of new and advanced reinforced concrete building structures, a five-year national projec

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Bagnoli, Matteo, Ernesto Grande, and Gabriele Milani. "Reinforced Concrete Infilled Frames." Encyclopedia 2, no. 1 (February 9, 2022): 473–85. http://dx.doi.org/10.3390/encyclopedia2010030.

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Masonry-Infilled Reinforced Concrete Frames are a very widespread structural typology all over the world for civil, strategic or productive uses. The damages due to these masonry panels can be life threatening to humans and can severely impact economic losses, as shown during past earthquakes. In fact, during a seismic event, most victims are caused by the collapse of buildings or due to nonstructural elements. The damage caused by an earthquake on nonstructural elements, i.e., those not belonging to the actual structural body of the building, is important for the purposes of a more general de

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Lazzali, Farah, and Mohamed N. Farsi. "Vulnerability Index of Algiers Reinforced Concrete Buildings." Advanced Materials Research 685 (April 2013): 228–32. http://dx.doi.org/10.4028/www.scientific.net/amr.685.228.

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Reinforced Concrete (R/C) buildings experienced major damage in past earthquakes. Structural damage including column cracking, shear failure and collapse, were due to particular conditions, such as: poor member sizing and detailing, soft stories, building irregularity, bounding, bad quality of construction materials and workmanship. Various approaches and methods to assess the seismic vulnerability of buildings were established through examining a damage indicator: “vulnerability index”. In this work, a simplified vulnerability index based on design parameters describing the deficiencies of th

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Tassios, T. P. "Seismic design of reinforced concrete and masonry buildings." Structural Safety 12, no. 3 (October 1993): 247. http://dx.doi.org/10.1016/0167-4730(93)90008-o.

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Rady, Mohammed, Sameh Youssef Mahfouz, and Salah El-Din Fahmy Taher. "Optimal Design of Reinforced Concrete Materials in Construction." Materials 15, no. 7 (April 2, 2022): 2625. http://dx.doi.org/10.3390/ma15072625.

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The structural design process is iterative and involves many design parameters. Thus, this paper presents a controlled framework for selecting the adequate structural floor system for reinforced concrete buildings and efficiently utilizing the corresponding construction materials. Optimization was performed using an evolutionary algorithm to minimize the total construction cost, considering the costs of concrete, steel reinforcement, formwork, and labor. In the problem formulation, the characteristic compressive strength of concrete was treated as a design variable because it affects the mecha

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Pavlikov, Andrii, Serhii Mykytenko, and Anton Hasenko. "Effective Structural System for the Affordable Housing Construction." International Journal of Engineering & Technology 7, no. 3.2 (June 20, 2018): 291. http://dx.doi.org/10.14419/ijet.v7i3.2.14422.

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This article falls within vital question in quickly builds construction – theoretical method for calculating the slabs and columns of such buildings. Calculation research of buildings with reinforced concrete frame slabs is described in the article. The features of work the collapsible flat plate ceiling in composition of reinforced concrete framework of building are analyzed. Problems in the design of framework building are considered in order to increase its reliability. The suggestions for directions of perfection the calculation of flat plate frame construction elements are proposed in the

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Massone, Leonardo M., Patricio Bonelli, René Lagos, Carl Lüders, Jack Moehle, and John W. Wallace. "Seismic Design and Construction Practices for RC Structural Wall Buildings." Earthquake Spectra 28, no. 1_suppl1 (June 2012): 245–56. http://dx.doi.org/10.1193/1.4000046.

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Reinforced concrete buildings utilizing structural walls for lateral load resistance are the predominant form of construction in Chile for buildings over four stories. Typical buildings include a large number of walls, with ratios of wall cross-sectional area to floor plan area of roughly 3% in each principal direction. Based on the good performance of RC buildings in the March 1985 earthquake, requirements for closely spaced transverse reinforcement at wall boundaries were excluded when Chile adopted a new concrete code in 1996 based on ACI 318-95. In recent years, use of three-dimensional li

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Qahorov, K. Q., O. E. Sysoev, and E. O. Sysoev. "Influence of Class of Concrete on Oscillations of Thin-Wall Cylindrical Reinforced Concrete Shells." Materials Science Forum 992 (May 2020): 59–65. http://dx.doi.org/10.4028/www.scientific.net/msf.992.59.

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Thin-walled cylindrical shell made of reinforced concrete, is widely used in the construction of buildings and structures as coatings and forms of architecture of buildings. Thin-walled shell its shape can give entertainment to the architectural design of buildings, and their rigidity helps to block large spans, creating more closure of the room without additional supports. Another advantage of using cloud forms of structures is the efficiency of this design, since for the manufacture of shell forms of structures less construction material is spent than any other design for coating. The purpos

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Sorace, Stefano, and Gloria Terenzi. "Innovative Structural Solutions for Prefab Reinforced Concrete Hall-Type Buildings." Open Construction and Building Technology Journal 13, no. 1 (July 29, 2019): 149–63. http://dx.doi.org/10.2174/18748368019130149.

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Background:The anti-seismic design of prefab reinforced concrete buildings is usually carried out with a conventional ductility-based approach. This implies a remarkable plastic demand on columns, as well as damages to the connections of structural and non-structural members, for seismic events with comparable intensity to the basic design earthquake normative level.Objective:In view of this, a study was developed and aimed at extending to the field of new prefab reinforced concrete structures the application of advanced seismic protection strategies, capable of guaranteeing undamaged response

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Wallace, John W., Leonardo M. Massone, Patricio Bonelli, Jeff Dragovich, René Lagos, Carl Lüders, and Jack Moehle. "Damage and Implications for Seismic Design of RC Structural Wall Buildings." Earthquake Spectra 28, no. 1_suppl1 (June 2012): 281–99. http://dx.doi.org/10.1193/1.4000047.

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In 1996, Chile adopted NCh433.Of96, which includes seismic design approaches similar to those used in ASCE 7-10 (2010) and a concrete code based on ACI 318-95 (1995) . Since reinforced concrete buildings are the predominant form of construction in Chile for buildings over four stories, the 27 February 2010 earthquake provides an excellent opportunity to assess the performance of reinforced concrete buildings designed using modern codes similar to those used in the United States. A description of observed damage is provided and correlated with a number of factors, including relatively high leve

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Hao, Yan E., and Yong Qiang Lan. "Analysis on Setting Joints Technology in the Concrete Structure Buildings." Advanced Materials Research 971-973 (June 2014): 2052–56. http://dx.doi.org/10.4028/www.scientific.net/amr.971-973.2052.

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If reasonable joint is set in the design and construction of concrete structure buildings in advance as required, it can not only avoid or alleviate structural cracking and guarantee the quality of engineering construction, but also be good to improve the structural integrality and durability and lengthen service life of the buildings. This paper states the main types and functions of joints in the design and construction of reinforced concrete structure buildings. Then the major forms of setting joint technology are analyzed and discussed so as to provide references for relevant engineering t

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Rady, Mohammed, and Sameh Youssef Mahfouz. "Effects of Concrete Grades and Column Spacings on the Optimal Design of Reinforced Concrete Buildings." Materials 15, no. 12 (June 17, 2022): 4290. http://dx.doi.org/10.3390/ma15124290.

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This paper investigates the effects of concrete grades and column spacings on the optimal design of reinforced concrete (RC) buildings. To this end, cost design optimization was performed for buildings with three different floor systems: flat plates (FS), flat slabs with drop panels (FSDP), and solid slabs (SS). The evolutionary method provided by the Excel solver was used as the optimization algorithm because it can deal with the complex nature of structural design problems. The objective function was the total construction cost of the building, including the costs of concrete, reinforcement

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Popescul, Angela, and Serghei Popescul. "Volumetric-Adjustable Formwork for the Construction of Reinforced- Concrete Monolithic Buildings." Intllectus, no. 1 (July 2022): 106–12. http://dx.doi.org/10.56329/1810-7087.22.1.11.

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Reinforced-concrete monolithic buildings offer high seismic resistance due to the lack of joints be-tween load-bearing walls and floors. Thus, the construction of residential, public, socio-cultural rein-forced-concrete monolithic buildings was applied for the first time in Chisinau. A three-dimensional formwork was used as technological equipment, designed for simultaneous pouring of concrete into vertical walls and floors, forming an integral construction. The formwork is made in the form of flat panels or large U-shaped and L-shaped sections, joined by a mechanism of approach and extension

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Krylov, Sergey B., Ravil S. Sharipov, Sergey A. Zenin, and Yury S. Volkov. "Directions of Convergence of the Requirements of the Main Domestic Standard for the Design of Concrete and Reinforced Concrete Structures SP 63.13330.2012 with the Requirements of the International Standard ISO 19338." Scientific journal “ACADEMIA. ARCHITECTURE AND CONSTRUCTION”, no. 1 (March 18, 2019): 93–98. http://dx.doi.org/10.22337/2077-9038-2019-1-93-98.

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Design standards on building structures should contain, first of all, the performance and assessment requirements of structures. At the same time, design standards should provide the possibility for design and construction of concrete and reinforced concrete parts of buildings and structures that meet the requirements of the Technical regulations "On the safety of buildings and structures". Taking into account the importance of ensuring the reliability and safety of buildings and structures erected with the use of structural concrete, the technical Committee of the international organiza

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Ovchinnikova, A. E., and A. S. Belkin. "Designing reinforced concrete structures in the ARM Model Studio CS." Upravlenie kachestvom (Quality management), no. 1 (January 1, 2023): 55–59. http://dx.doi.org/10.33920/pro-01-2301-09.

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The construction of buildings and structures made of reinforced concrete structures, both prefabricated and monolithic, has become widespread in modern construction. Accordingly, there are more and more requirements for the design of this type of objects. To simplify the work on projects, there are many programs for the construction of objects for various purposes and obtaining project documentation. One of the solutions in the field of design of the architectural and construction part (AR, AS, KJ, KM brands) is the Model Studio CS Construction Solutions program, which is part of the product l

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Redmond, Laura, Lawrence Kahn, and Reginald DesRoches. "Design and Construction of Hybrid Concrete-Masonry Structures Informed by Cyclic Tests." Earthquake Spectra 32, no. 4 (November 2016): 2337–55. http://dx.doi.org/10.1193/051615eqs070m.

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Reinforced concrete buildings with masonry infill are vulnerable in earthquakes primarily because the masonry walls often fail due to out-of-plane forces and can trigger soft-story collapses. In order to prevent these failures, many engineers in the Caribbean have partially reinforced the infill walls and connected them to the reinforced concrete frame. This forms a hybrid concrete-masonry structure. Hybrid concrete-masonry structures have the potential to improve the seismic performance of many structures across the globe, as they are an easy adaptation from traditional unreinforced masonry i

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GETUN, Galyna, Iryna BEZKLUBENKO, Victoria KOSHEVA, and Inna KOSHEVA. "STAGES OF THE DEVELOPMENT OF CONCRETE AND EXPERIENCE IN THE USE OF REINFORCED CONCRETE STRUCTURES." Building constructions. Theory and Practice, no. 10 (June 27, 2022): 42–55. http://dx.doi.org/10.32347/2522-4182.10.2022.42-55.

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This days the use of concrete and reinforced concrete structures in construction is common. Their widespread use has been made possibleby the achievements of engineers and architects ofpast centuries. The authors consider the main defining stages of development of concrete and reinforced concrete structures and their widespread popularization in the world. A consistent historicaloverview of the development of structural forms of reinforced concrete in residential and non-residential buildings was made. Numerous examples illustrate the path of development of reinforced concrete structures - fro

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Saatcioglu, Murat, Dan Palermo, Ahmed Ghobarah, Denis Mitchell, Rob Simpson, Perry Adebar, Robert Tremblay, Carlos Ventura, and Hanping Hong. "Performance of reinforced concrete buildings during the 27 February 2010 Maule (Chile) earthquake." Canadian Journal of Civil Engineering 40, no. 8 (August 2013): 693–710. http://dx.doi.org/10.1139/cjce-2012-0243.

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The paper presents observed damage in reinforced concrete buildings during the 27 February 2010 Maule earthquake in Chile. Performance of concrete frame and shear wall buildings are discussed with emphasis on seismic deficiencies in design and construction practices. It is shown that the majority of structural damage in multistorey and high-rise buildings can be attributed to poor performance of slender shear walls, without confined boundary elements, suffering from crushing of concrete and buckling of vertical wall reinforcement. Use of irregular buildings, lack of seismic detailing, and the

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Castel, Arnaud, Raoul François, Maria Paola Santisi d’Avila, and Doug Jenkins. "New service limit state criteria for reinforced concrete in chloride environments." Corrosion Reviews 37, no. 1 (January 28, 2019): 21–29. http://dx.doi.org/10.1515/corrrev-2017-0100.

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AbstractIn chloride environments, reinforcement stress limits, intended to control flexural cracking, are one of the most important requirements for service limit state (SLS) design. However, concrete damage at the steel-concrete interface between bending cracks, so called cover-controlled cracking, is always correlated to areas of severe steel reinforcement corrosion. Based on the assumption that cover-controlled cracking should be limited, a model has been developed to provide alternative reinforcement stress limits in marine exposure conditions such as concrete in sea water, including perma

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Cogurcu, M. T. "Construction and design defects in the residential buildings and observed earthquake damage types in Turkey." Natural Hazards and Earth System Sciences 15, no. 4 (April 30, 2015): 931–45. http://dx.doi.org/10.5194/nhess-15-931-2015.

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Abstract. Turkey is situated in a very active earthquake region. In the last century, several earthquakes resulted in thousands of deaths and enormous economic losses. In 1999, the Kocaeli earthquake had an approximate death toll of more than 20 000, and in 2011 the Van earthquake killed 604 people. In general, Turkish residential buildings have reinforced concrete structural systems. These reinforced concrete structures have several deficiencies, such as low concrete quality, non-seismic steel detailing and inappropriate structural systems including several architectural irregularities. In th

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Murty, C. V. R. "Learning earthquake design and construction 17. How do earthquakes affect reinforced concrete buildings?" Resonance 10, no. 4 (April 2005): 83–86. http://dx.doi.org/10.1007/bf02834651.

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Wang, Tao, Xi Chen, Wen Feng Li, and Qi Song Miao. "Seismic Performance of Masonry Buildings Retrofitted by Pre-Cast RC Panels." Applied Mechanics and Materials 166-169 (May 2012): 1811–17. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1811.

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Proposed in this study is a retrofitting technology that can be applied on exiting masonry buildings. It employs pre-cast reinforced concrete panels to confine existing masonry structure. The pre-cast members constitute a frame which encomprises the existing building. The confinement effectively improves the ductility, strength, and stiffenss of masonry structures. Moreover, the reinforced concrete panels are fabricated in factory, significantly reduces the situ construction and construction period. To demonstrate the design theory, construction organization, and seismic performance of the ret

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Wang, Ziwei, and Ehsan Rezazadeh Azar. "BIM-based draft schedule generation in reinforced concrete-framed buildings." Construction Innovation 19, no. 2 (April 17, 2019): 280–94. http://dx.doi.org/10.1108/ci-11-2018-0094.

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PurposeProject schedules have a vital role in the effective management of time, cost, scope and resources in construction projects, and creating schedules requires schedulers with construction knowledge and experience. The increase in the complexity of building projects and the emergence of building information modeling (BIM) in the architecture, engineering and construction industry have encouraged researchers to explore BIM capabilities for automated schedule generation. The scope and capabilities of the developed systems, however, are limited and the link between design and scheduling is st

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Morgun, L. V., A. Yu Bogatina, and V. N. Morgun. "MATERIALS AND MODERN STRUCTURAL SOLUTIONS FOR BUILDING STRUCTURES." Herald of Dagestan State Technical University. Technical Sciences 46, no. 4 (January 2, 2020): 167–75. http://dx.doi.org/10.21822/2073-6185-2019-46-4-167-175.

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Objectives. The aim of the work is to demonstrate the fundamental difference between fibre-reinforced foam concrete and traditionally-used wall materials in terms of tensile strength.Method. An analysis of the effectiveness of heat-insulating and structural fibre-reinforced concrete in terms of their mechanical and physical properties, including frost resistance, is carried out.Results. The characteristics of the most important operational properties of fibre-reinforced foam concrete for insulating and structural purposes are given. The possibility of expanding the range of prefabricated produ

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Liu, Ke Ding. "Finite Element Analysis of Wire Net Concrete Beam-Supported Aqueduct." Applied Mechanics and Materials 488-489 (January 2014): 573–76. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.573.

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Aqueduct is a common water conveyance buildings, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Shengli wire net concrete beam-supported aqueduct. Researching variation law of the aqueducts stress and displacement in construction process and operating process, the research results offer some reference for design and construction of reinforced concrete U-shaped beam-supported aqueduct. The analysis results show Shengli reinforced concrete aqueduct structure is economic and reasonable, structure is safe and reliable.

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Munter, Scott, and Eric Lume. "Role of engineers in seismic design and detailing of reinforced concrete buildings in Australia." Australian Journal of Structural Engineering 18, no. 4 (October 2, 2017): 270–79. http://dx.doi.org/10.1080/13287982.2017.1409325.

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Nishiyama, Isao, Hiroshi Kuramoto, and Hiroshi Noguchi. "Guidelines: Seismic Design of Composite Reinforced Concrete and Steel Buildings." Journal of Structural Engineering 130, no. 2 (February 2004): 336–42. http://dx.doi.org/10.1061/(asce)0733-9445(2004)130:2(336).

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Luchko, J., B. Nazarevich, and V. Коvalchuk. "DEGRADATING CONCRETE AND REINFORCED CONCRETE BUILDING STRUCTURES AND LONG-TERM STRUCTURES." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 86 (March 31, 2022): 35–46. http://dx.doi.org/10.31650/2415-377x-2022-86-35-46.

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The problems of degradation of concrete and reinforced concrete constructions of buildings and constructions of long operation are formulated on the basis of the performed field researches and its urgency is noted in the work. The authors analyzed a number of works on this problem. In particular, the results of technical diagnostics of many buildings and structures, both newly built and long-term operation, are described. The necessity of periodic technical diagnostics is noted. Based on these studies, the main factors that significantly affect the reduction of load-bearing capacity of reinfor

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Georgiou, Antroula, Michalis Theodoulides, and Ioannis Ioannou. "Engineered Cementitious Composites for the Conservation of 20<sup>th</sup> Century Concrete Architectural Heritage." Key Engineering Materials 919 (May 11, 2022): 108–20. http://dx.doi.org/10.4028/p-x5552i.

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Architectural heritage nowadays includes concrete structures constructed in the 20th century. These buildings are usually under-detailed, since the actual behavior of reinforced concrete at the time of their construction was not clearly understood, whilst building codes incorporating seismic resistance design, especially in seismic prone areas, did not exist. This inevitably led to inefficient design and consequently to severe damages in many historic concrete buildings during past seismic events. This paper explores the use of novel Engineered (Fiber Reinforced) Cementitious Composites (ECCs)

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Tunc, Gokhan, and Tanfer Tunc. "A Close Examination of Ankara’s Reinforced Concrete Buildings Designed and Constructed between 1923 and 1938." Buildings 13, no. 1 (December 25, 2022): 46. http://dx.doi.org/10.3390/buildings13010046.

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The Republic of Turkey was established in 1923 out of the remains of the Ottoman Empire. Between 1923 and 1938, the Turkish republic underwent fifteen years of rapid expansion and growth, with Ankara as its new capital and Mustafa Kemal Atatürk (1881–1938) as its first president. During this period, reinforced concrete (RC) played a significant role in the construction of Ankara’s public-use buildings. This study focuses on 57 of these structures, built either partially, or entirely, out of RC. The buildings are classified with respect to their duration, soil properties, foundation types, stru

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Svintsov, Alexander P., and Alimu Cisse. "Thermal processing of fresh concrete with infrared radiation." Structural Mechanics of Engineering Constructions and Buildings 17, no. 5 (December 30, 2021): 528–37. http://dx.doi.org/10.22363/1815-5235-2021-17-5-528-537.

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Currently, the construction of buildings made of monolithic concrete and reinforced concrete is becoming increasingly relevant. The use of innovative technologies, minimum construction time, durability, reliability, the ability to perform work in various climatic conditions, architectural individuality contribute to the development of monolithic construction. Concrete and reinforced concrete are the main materials of modern construction. The quality of structures depends not only on the composition of concrete, the amount of portland cement, the chemical additives used, the water-cement ratio,

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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 (November 14, 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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Wang, Hua. "Ecological Village Planning and Green Building Design from the Perspective of Rural Environmental Aesthetics." Scientific Programming 2022 (June 14, 2022): 1–9. http://dx.doi.org/10.1155/2022/2022757.

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The society is making continuous progress, and the results of urban planning and construction are obvious to all. However, there are still many problems in the planning and construction of villages and towns, resulting in relatively backward development. The purpose of this article is to study the planning of ecological villages and towns and the design of green buildings from the perspective of rural environmental aesthetics. This article briefly introduces the principles and problems of ecological village planning through literature research and investigation and puts forward some suggestion

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Kuzina, Ekaterina, Vladimir Rimshin, and Alexey Neverov. "Reserves and exposure assessment of reinforced concrete structures safety while reducing its power resistance." E3S Web of Conferences 135 (2019): 03010. http://dx.doi.org/10.1051/e3sconf/201913503010.

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Structural safety of buildings is such an engineering state of the structures operability, foundations, the features of their joint power resistance to expected loads and impacts, taking into account their possible combinations in direction, intensity and mode, which ensures the established functional use with established reliability. The structural safety of buildings depends on design, on compositional and structural solutions, technological measures during construction and operation, which must be provided at all stages of the facility’s existence (construction, operation, repair, reconstru

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Hanggara, Dicky, and Anil Christopher Wijeyewickrema. "Vulnerability assessment of reinforced concrete buildings in Indonesia subjected to tsunami inundation forces." International Journal of Disaster Resilience in the Built Environment 11, no. 2 (December 12, 2019): 204–18. http://dx.doi.org/10.1108/ijdrbe-09-2019-0062.

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Purpose This paper aims to evaluate the vulnerability of typical low-rise reinforced concrete (RC) buildings located in Indonesia subjected to tsunami loading. Design/methodology/approach The vulnerability of typical three-story RC buildings located in Indonesia subjected to tsunami loading is discussed using fragility curves. Buildings without openings in all stories and buildings with openings in the first story are considered. The fragility curves are obtained by performing tsunami pushover analysis for several load cases, using different tsunami load estimation standards and references. Th

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Malakhova, Anna. "Estimation of cracking of reinforced concrete load-bearing construction structures at the stage of their technical inspection." MATEC Web of Conferences 251 (2018): 02040. http://dx.doi.org/10.1051/matecconf/201825102040.

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The article describes the process and causes of cracking of bearing reinforced concrete structures, revealed during the inspection of the technical condition of structural elements of buildings at the stage of their erection, at the stage of suspended construction and in the operational stage. The reasons for the appearance of cracks in reinforced concrete structures under force loads and climatic influences are analyzed. Possible reasons for the appearance of cracks in a monolithic reinforced concrete beam ceiling of a multi-storey building of a column structural system and in monolithic wall

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Fraile-Garcia, E., J. Ferreiro-Cabello, F. J. Martínez de Pison, and A. V. Pernia-Espinoza. "Effects of Design and Construction on the Carbon Footprint of Reinforced Concrete Columns in Residential Buildings." Materiales de Construcción 69, no. 335 (June 10, 2019): 193. http://dx.doi.org/10.3989/mc.2019.09918.

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Constructing structural elements requires high performance materials. Important decisions about geometry and materials are made during the design and execution phases. This study analyzes and evaluates the relevant factors for reinforced concrete columns made in situ for residential buildings. This article identifies and highlights the most sensitive aspects in column design: geometry, type of cement, and concrete strength performance. Using C-40 concrete mixed with CEM-II proved to cut costs (up to 17.83%) and emissions (up to 13.59%). The ideal combination of rebar and concrete is between 1.

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Nady, Omar, Sameh Youssef Mahfouz, and Salah El-Din Fahmy Taher. "Quantification of Vertical Irregularities for Earthquake Resistant Reinforced Concrete Buildings." Buildings 12, no. 8 (August 3, 2022): 1160. http://dx.doi.org/10.3390/buildings12081160.

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In modern urban construction, irregular buildings are increasingly constructed to fulfill architectural and functional requirements. However, these buildings revealed unfavorable seismic performance during the past earthquake records. When the seismic design codes deal with the issue of building irregularity, little attention is paid to the location of irregularity. In the current study, a detailed structural analysis was performed to investigate the effects of the location of mass, stiffness, setback, and combined irregularities on the structural seismic response of twelve irregular building

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Jang, Hanbyeol, Yonghan Ahn, and Seungjun Roh. "Comparison of the Embodied Carbon Emissions and Direct Construction Costs for Modular and Conventional Residential Buildings in South Korea." Buildings 12, no. 1 (January 6, 2022): 51. http://dx.doi.org/10.3390/buildings12010051.

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Modular construction is an innovative new construction method that minimizes waste and improves efficiency within the construction industry. However, practitioners are hampered by the lack of environmental and economic sustainability analysis methods in this area. This study analyzes the embodied carbon emissions and direct construction costs incurred during the production phase of a modular residential building and provides comparison to an equivalent conventional residential building. Major drawings and design details for a modular residential building in South Korea were obtained, and the q

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Mitchell, Denis, Ronald H. DeVall, Katsumi Kobayashi, René Tinawi, and W. K. Tso. "Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake." Canadian Journal of Civil Engineering 23, no. 3 (June 1, 1996): 757–70. http://dx.doi.org/10.1139/l96-886.

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A brief history of the detailing changes following different Japanese earthquakes is presented. The design steps for reinforced concrete structures, as prescribed in the 1981 Japanese building code, are described. Observations on the damage and the collapse of reinforced concrete structures caused by the 1995 Hyogo-ken Nanbu earthquake are reported. Failures occurred in older structures built before the improved 1981 code. Deficiencies observed include discontinuities due to the change between composite steel and reinforced concrete construction and reinforced concrete construction in columns,

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Belentsov, Yuri A., and Liliya F. Kazanskaya. "Non-destructive methods of concrete quality control as factor in reliability of concrete and reinforced concrete structures in transport facilities." Transportation Systems and Technology 4, no. 1 (March 15, 2018): 058–67. http://dx.doi.org/10.17816/transsyst2018041058-067.

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Aim: The development of theory and practice of construction science leads to a need to enhance the basics of design, construction and operation of concrete and reinforced concrete structures. Despite significant progress, there is risk of collapse of different structures at various stages of their lifecycle. Current state of construction industry leads to a need to increase the quality and reliability of buildings and structures under construction. Methods: The authors have used methods of probabilistic forecasting in this work Results: The development of methods of construction ma

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Fedorov, Sergey, and Pavel Kaydas. "VISUAL PROGRAMMING SYSTEMS FOR ASSESSING THE SURVABILITY OF REINFORCED CONCRETE BUILDINGS." Construction and Architecture 9, no. 4 (December 18, 2021): 56–60. http://dx.doi.org/10.29039/2308-0191-2021-9-4-56-60.

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The development of digital technologies serves as an important tool for solving urgent problems in the field of construction of new and reconstruction of existing real estate objects.  The widespread introduction into practice of modern software systems that imply BIM technologies allows to avoid errors in the creation of design models of buildings and structures for the analysis of resistance to progressive collapse. This article examines the influence of the method of forming the design model on the qualitative and quantitative indicators of the parameters of the stress-strain state of

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Fiala, Ctislav, Jaroslav Hejl, Vladimira Tomalova, Vlastimil Bilek, Tereza Pavlu, Tomáš Vlach, Martin Volf, Magdalena Novotna, and Petr Hajek. "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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Özmen, Cengiz. "Reconciling Architectural Design with Seismic Codes." Prostor 29, no. 1 (61) (June 30, 2021): 42–55. http://dx.doi.org/10.31522/p.29.1(61).4.

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Seismic codes include strict requirements for the design and construction of mid-rise reinforced concrete residential buildings. These requirements call for the symmetric and regular arrangement of the structural system, increased cross-sections for columns, and the introduction of shear walls to counteract the effects of lateral seismic loads. It is challenging for architects to reconcile the demands of these codes with the spatial arrangement and commercial appeal of their designs. This study argues that such reconciliation is possible through an architectural analysis. First, the effectiven

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Decanini, Luis D., Adriano De Sortis, Agostino Goretti, Laura Liberatore, Fabrizio Mollaioli, and Paolo Bazzurro. "Performance of Reinforced Concrete Buildings during the 2002 Molise, Italy, Earthquake." Earthquake Spectra 20, no. 1_suppl (July 2004): 221–55. http://dx.doi.org/10.1193/1.1765107.

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About 10% of the almost 20,000 buildings damaged by the 2002 Molise, Italy, seismic sequence were reinforced concrete (RC). The most frequent type of damage affected the infill masonry walls, but in some cases cracks in concrete columns were observed. Heavy damage to both infills and structural elements was restricted to a few cases in the meizoseismal area. Almost all the affected municipalities were only classified as seismic in May 2003, following this earthquake. Consequently, construction generally used vertical-load-bearing moment-resisting frames with no explicit design for seismic late

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Tun, Zin Zin, Anat Ruangrassamee, and Qudeer Hussain. "Mitigation of Tsunami Debris Impact on Reinforced Concrete Buildings by Fender Structures." Buildings 12, no. 1 (January 10, 2022): 66. http://dx.doi.org/10.3390/buildings12010066.

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Buildings located in coastal regions are prone to tsunami dangers, which often carry debris in the form of shipping containers and boats. This paper presents an approach for the design of fender structures to minimize debris impacts on buildings. The impact of shipping containers, which are categorized as large debris, is considered in the study. Since the weights of shipping containers are standardized, the impact energy can be related to other debris. For a fender structure, cone-type rubber fenders are used to resist the impact of the shipping container. Various fender reactions are conside

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Monjardin-Quevedo, J. Guadalupe, Federico Valenzuela-Beltran, Alfredo Reyes-Salazar, J. Martin Leal-Graciano, Xochitl G. Torres-Carrillo, and J. Ramon Gaxiola-Camacho. "Probabilistic Assessment of Buildings Subjected to Multi-Level Earthquake Loading Based on the PBSD Concept." Buildings 12, no. 11 (November 10, 2022): 1942. http://dx.doi.org/10.3390/buildings12111942.

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An alternative probabilistic assessment of buildings excited by multi-level seismic loading is presented in this paper. This evaluation is developed for both steel and reinforced concrete buildings using the Performance-Based Seismic Design (PBSD) concept. The methodology implements Probability Density Functions (PDFs) of inter-story drifts to extract structural risk in terms of the reliability index. Ten buildings of steel and reinforced concrete, respectively, are designed considering different locations in Mexico. Then, each structure is excited by ground motions representing different eart

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