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Dissertations / Theses on the topic 'Lightweight concrete'

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Published: 4 June 2021
Last updated: 25 July 2025

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1

Van, Rooyen Algurnon Steve. "Structural lightweight aerated concrete." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80106.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>Cellular concrete is a type of lightweight concrete that consists only of cement, water and sand with 20 per cent air by volume or more air entrained into the concrete. The two methods used for air entrainment in cellular concrete are (1) the use of an air entraining agent (AEA), and (2) the use of pre-formed foam. If pre-formed foam is used to entrain air into the concrete the concrete is named foamed concrete and if an AEA is used the concrete is termed aerated concrete. Depending on the type of application, structural or nonstructural,
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2

Madandoust, R. "Strength assessment of lightweight concrete." Thesis, University of Liverpool, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314561.

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Ghavam-Shahidy, Hamid. "Lightweight aggregate reinforced concrete deep beams." Thesis, University of Dundee, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.503556.

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4

Banta, Timothy E. "Horizontal Shear Transfer Between Ultra High Performance Concrete And Lightweight Concrete." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/31446.

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Ultra high performance concrete, specifically Ductal® concrete, has begun to revolutionize the bridge design industry. This extremely high strength material has given smaller composite sections the ability to carry larger loads. As the forces being transferred through composite members are increasing in magnitude, it is vital that the equations being used for design are applicable for use with the new materials. Of particular importance is the design of the horizontal shear reinforcement connecting the bridge deck to the top flange of the beams. Without adequate shear transfer, the flexur
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5

Arasteh, A. R. "Structural applications of lightweight aggregate foamed concrete." Thesis, University of Westminster, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382269.

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6

Catoia, Thiago. "Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19122012-104222/.

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A utilização de concreto leve decorre especialmente dos benefícios promovidos pela redução da massa específica do material, tais como menores esforços nas estruturas, economia com fôrmas e cimbramento, além de diminuição dos custos com transporte e montagem de construções pré-fabricadas. Atualmente, além das questões técnicas e econômicas, a escolha dos materiais de construção deve levar em conta os aspectos ambientais. Portanto, o uso de poliestireno expandido (EPS) na produção de concreto pode abrir portas para o emprego de resíduos de materiais dessa natureza, e ainda usufruir de sua baixa
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7

Argudo, Jaime Fernando. "Evaluation and synthesis of experimental data for autoclaved aerated concrete /." Full-text Adobe Acrobat (PDF) file, 2003. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Argudo,%20Jaime.pdf.

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8

Wilkinson, Ryan Jeffrey. "Behavior of Unreinforced Lightweight Cellular Concrete Backfill for Reinforced Concrete Retaining Walls." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/9101.

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Lightweight cellular concrete (LCC) is a mixture of cement, water and foam, with a density less than 50 pcf. This material is being used increasingly often in a variety of construction applications due to its self-leveling, self-compacting, and self-consolidating properties. LCC may be used as a backfill or structural fill in areas where traditional granular backfill might normally be used. This material may be especially advantageous in areas where the underlying soil may not support the weight of a raised earth embankment. Testing on the behavior of LCC when used as backfill behind retaining
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9

Dunbeck, Jennifer. "Evaluation of high strength lightweight concrete precast, prestressed bridge girders." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/28091.

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10

Ali, Ahsan. "Bond behavior of lightweight steel fibre-reinforced concrete." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2017. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-230104.

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This research was undertaken for studying the bond behaviour of Lightweight Fibre-reinforced Concrete (LWFC). Lightweight concrete is inherently weak in tension and has higher brittleness than the conventional concrete. To improve these and other properties, it is generally reinforced with deformed bars and fibres. There are number of studies that favour the use of Steel fibres, however such studies are mainly focused either on normal weight concrete or on the mechanical properties of different concretes. There are also different committee reports and in some cases specific sections of codes t
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11

Denno, Mohamad Ghyath. "The durability of high strength lightweight aggregate concrete." Thesis, Imperial College London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.336389.

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12

Scott, Jana. "Interface Shear Strength in Lightweight Concrete Bridge Girders." Thesis, Virginia Tech, 2010. http://hdl.handle.net/10919/33922.

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Precast girders and cast-in-place decks are a typical type of concrete bridge construction. A key part of this type of construction is developing composite action between the girder and deck. In order to develop composite action, adequate horizontal shear resistance must be provided at the interface. As lightweight concrete is increasingly being used in bridge designs, it is important to understand the horizontal shear behavior of lightweight concrete. The current AASHTO LRFD Specification provides design equations for horizontal shear strength of both lightweight and normal weight concrete.
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13

Assunção, José Wilson. "Concreto Leve Autoadensável: avaliação da influência da argila expandida no processo de dosagem e nas propriedades do concreto." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/102/102131/tde-01072016-115653/.

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Esta tese aborda as influências do agregado leve na dosagem, características físicas e mecânicas de concreto autoadensável (CAA) quando na fração de graúdo da mistura, substitui-se parte do volume absoluto da brita de basalto (máx 19 mm) pelo volume equivalente de argila expandida brasileira (máx 12,7 mm). O fato de conhecer as implicações na reologia do CAA, provocadas pelo uso conjunto de agregados com características físicas distintas e, apresentar este tipo de concreto como uma alternativa promissora para uso na indústria da pré-fabricação em concreto, justificam esta pesquisa. A substitui
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Buchberg, Brandon S. "Investigation of mix design and properties of high-strength/high-performance lightweight concrete." Thesis, Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/23394.

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15

Grotheer, Sarah Jo. "Evaluation of lightweight concrete mixtures for bridge deck and prestressed bridge girder applications." Thesis, Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/768.

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16

El-Hassan, Hilal. "Static and dynamic carbonation of lightweight concrete masonry units." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114310.

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Static and dynamic carbonation curing at early age was developed for ordinary Portland cement (OPC) and Portland limestone cement (PLC) concrete masonry units (CMU) production. It is intended to replace conventional steam curing, improve the CMU performance, reduce energy consumption, and permanently sequester carbon dioxide in concrete. Concrete slabs representing the face shell of a 20-cm CMU as well as full sized CMU were used throughout the carbonation process. In static carbonation, it was found that initial air curing was vital to maximize carbonation reaction. After a procedure of casti
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17

Vincent, Edward Creed. "Compressive Creep of a Lightweight, High Strength Concrete Mixture." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/30962.

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Concrete undergoes volumetric changes throughout its service life. These changes are a result of applied loads and shrinkage. Applied loads result in an instantaneous recoverable elastic deformation and a slow, time dependent, inelastic deformation called creep. Creep without moisture loss is referred to as basic creep and with moisture loss is referred to as drying creep. Shrinkage is the combination of autogeneous, drying, and carbonation shrinkage. The combination of creep, shrinkage, and elastic deformation is referred to as total strain. The prestressed concrete beams in the Chickah
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18

El, Zareef Mohamed [Verfasser]. "Conceptual and Structural Design of Buildings made of Lightweight and Infra-Lightweight Concrete / Mohamed El Zareef." Aachen : Shaker, 2010. http://d-nb.info/1120864259/34.

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Zareef, Mohamed el [Verfasser]. "Conceptual and Structural Design of Buildings made of Lightweight and Infra-Lightweight Concrete / Mohamed El Zareef." Aachen : Shaker, 2010. http://nbn-resolving.de/urn:nbn:de:101:1-201612041611.

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20

Edwards, Derek Oswald. "An investigation into possible means of increasing the strength of lightweight high strength concrete." Thesis, [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B1331161X.

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21

Holste, Joseph Robert. "Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges." Thesis, Kansas State University, 2010. http://hdl.handle.net/2097/6998.

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Master of Science<br>Department of Civil Engineering<br>Robert J. Peterman<br>This thesis details findings from testing done to determine bond and time-dependent characteristics of two lightweight concrete mixes. The lightweight mixes were tested to possibly provide a more cost-effective solution to replacing some of Kansas’ older bridges. Testing included use of a conventional lightweight mix and a self-consolidating lightweight mix. Sixteen Inverted T-beams were cast at a prestress plant to determine prestress losses that had occurred in the two lightweight mixes. These losses were comp
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Jafferji, Hajar. "Incorporating cinnamaldehyde into concrete for corrosion mitigation." Digital WPI, 2017. https://digitalcommons.wpi.edu/etd-dissertations/59.

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Concrete structures can prematurely deteriorate due to the corrosion of reinforcing steel. Corrosion can occur through chloride ingress due to exposure to aggressive media such as seawater and deicing salts. Corrosion causes over $100 billion in damage annually. There are many corrosion mitigation techniques on the market today; these techniques have limited effectiveness as demonstrated by the fact that billions of dollars are still being expended each year due to corrosion-related damage. Therefore, there is a need for innovative approaches to corrosion prevention. This research program used
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Asik, Mesut. "Structural Lightweight Concrete With Natural Perlite Aggregate And Perlite Powder." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607728/index.pdf.

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Structural lightweight aggregate concrete is an important and versatile material, which offers a range of technical, economic and environmental-enhancing and preserving advantages and is designed to become a dominant material in the new millennium. For structural application of lightweight concrete, the density is often more important than the strength. A decreased density for the same strength level reduces the self-weight, foundation size and construction costs. Structural lightweight aggregate concrete generally used to reduce dead weight of structure as well as to reduce the risk of earthq
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Garbis, Leonidia Maria. "Lightweight concrete : investigations into the production of natural fiber reinforcement." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82261.

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Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Architecture, 2013.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 34).<br>The purpose of this study is to investigate the benefits of adding natural fiber tensile reinforcement to aerated concrete. Concrete is a great composite material which can be created in various proportions and with various materials to alter its strength, density and porosity, amongst other properties. Concrete which is used commonly in construction of columns, beams, and slabs acts well in compression but fails under te
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Metwally, Omar. "Characterization of fiber-reinforced lightweight concrete made of stalite aggregates." Master's thesis, Université Laval, 2018. http://hdl.handle.net/20.500.11794/30665.

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Ce travail examine les propriétés mécaniques du béton léger (LWAC) fabriqué avec des granulats commercialement connus par Stalite et renforcé avec des fibres. Les paramètres étudiés comprenaient la résistance à la compression (25 et 40 MPa), le type de fibres (acier, synthétique, basalte-minibars ou BMB et hybrides) et la fraction volumique des fibres (0,5 et 1%). Les essais effectués comprenaient des essais de compression, de déformation axiale, de traction sous pression, de module d'élasticité, de flexion, de retrait et de perte de masse. De plus, des tests de pénétration des ions chlorure e
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26

Cross, Benjamin Thomas. "Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders." Diss., Virginia Tech, 2012. http://hdl.handle.net/10919/26190.

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The use of high compressive strengths in prestressed bridge girders can lower costs by allowing for longer spans, increased girder spacing, and smaller cross-sections. If high strength lightweight concrete (HSLWC) is used, these advantages are further enhanced due to the corresponding reduction in self-weight. Additional benefits can then be realized in the form of more traffic lanes, increased load capacity, smaller substructures, reduced crane capacity requirements, and lower shipping costs. Despite the possible economic savings, HSLWC has been used infrequently in prestressed bridge girder
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Piyamaikongdech, Ake. "Ductile lightweight concrete for lightweight structural application." 2007. http://hdl.handle.net/10106/908.

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28

Ho, Cheng-Han, and 何政翰. "Durability of Reinforced Lightweight Concrete Subject to Different Lightweight Aggregates." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/96938024590391477228.

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碩士<br>朝陽科技大學<br>營建工程系碩士班<br>97<br>In this research, the durability of reinforced lightweight concrete subject to different lightweight aggregates is investigated. Four mix design concretes included ordinary concrete, two lightweight aggregate concretes and pervious lightweight aggregate concrete. The project aims to run the steel corrosion test for the reinforced lightweight aggregate concrete in sea water dry-wet immersion and carbonization tests. The study will be tested and evaluated by the following items: compression strength, bending strength, splitting tensile strength, carbonated depth
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Hsu, Chao-Chien, and 徐兆建. "Properties of Self-Compacting Lightweight Concrete." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/94u8ne.

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碩士<br>國立中興大學<br>土木工程學系所<br>101<br>Self-Compacting Lightweight Concrete, SCLC for short, being applied its usage in tall building architecture or largely spanning bridges, will develop its characteristics in high-flowability and unit weight But there are fewer domestic research documents on SCLC. This research will design 350 kgf/cm2 and 420 kgf/cm2; these two strength-grades about Self-Compacting Lightweight Concrete and Self-Compacting Concrete, will detect SCLC to determine if it will meet the needs of fresh property working of SCC (R2 Obstacle). And carry out the tests on hardened state;
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Wu, Ming Hsien, and 吳明憲. "Carbonation of Artifical Lightweight Aggregate Concrete." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/68192736883558911178.

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31

Tang, Chia-Fu, and 唐嘉甫. "Shear Friction Behavior of Lightweight Concrete." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/22008249566875380480.

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32

shih, yung-tung, and 施永銅. "Behavior of Lightweight Aggregate Concrete Member." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/24501739735277199341.

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陳胤成. "Properties of self-compacting lightweight concrete." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/80387243613181542785.

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碩士<br>國立中興大學<br>土木工程學系<br>92<br>Self-compacting concrete (SCC) owns excellent workability and is able to keep the aggregate from separating. It is a great contribution for construction technology. However, the natural aggregate with limited resource has become an obstacle to popularize SCC in the future. Therefore, lightweight aggregates were used in this research to replace the naturals in SCC as the self-compacting lightweight concrete (SCLC). The difference in fresh and harden concrete between SCC and SCLC were discussed. The unit-weight of lightweight aggregate is less than the naturals bu
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PING, CHOU HAI, and 周海平. "The Application Of Lightweight Aggregate Concrete on Prestressed Concrete Bridge." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/15510904695186910133.

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碩士<br>中華科技大學<br>土木防災工程研究所<br>98<br>The investment of public projects and private constructions in Taiwan although in the field of engineering technique, construction materials, construction management and so on have entered a new era, but look to the implementation of public project for environmental and ecological conservation and sustainable management concept, the use of new materials and the new construction methods which can reduce carbon emission, build an environmentally, ecological, landscape friendly and other requirements still need a lot of sustainable projects to be strengthened. I
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Tsai, Wen-Po, and 蔡文博. "The Appllication of Lightweight Aggregate Concrete on Prestressed Concrete Beams." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/60586818293482613313.

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博士<br>中興大學<br>土木工程學系所<br>99<br>Freeway NO. 6, Nantou section, C605 main stem (STA. 13+750~STA. 14+135) was established out of cutting. The local road, ShiZhuo-lane, STA.14+090, was constructed as a bridge in order to maintain its own traffic function. ShiZhuo-lane across bridge was 57 m long. The upper part of the bridge was constructed as hollow version of the beam using sedimentary light weight aggregate, with its concrete compressive strength (f’c) being 350 kgf/cm2, manufactured with Field caster method. Due to it was the first bridge composed of light weight aggregate concrete (LWAC) in T
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張智淵. "Commercial production of fine sediments lightweight aggregate concrete and the characteristics of precast lightweight concrete column and wall." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/19354397421827205888.

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碩士<br>國立中興大學<br>土木工程學系<br>92<br>The reservoir silt can be sintered excellent lightweight aggregates. Silt then transformed into a valuable resource. People can make good use of lightweight aggregates for structure or non-structure applications. This study is searching for economical ways to utilize the lightweight reservoir silt aggregates concrete on all kinds of structures. This study is divided into two main parts. First part is the feasibility study of commercial production of fine sediments lightweight concrete. The other part is to study the characteristics of precast lightwei
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jianguo-lin and 林建國. "Properties of No Fine Lightweight Aggregate Concrete." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/26991905924108044529.

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碩士<br>國立中興大學<br>土木工程學系<br>88<br>This research investigates a new mixture design method based on the blaine of aggregate and thickness of mortar that bonding on the aggregate. Two types of unit gradation of lightweight aggregate concrete are considered in the paper. The property changing of no-fine lightweight concrete is studied with varied parameters, such as the thickness, strength, and volumn content of mortar except for the fly ash substituted for natural sand. Besides, the prediction model of the unit weight of no-fine lightweight aggregate concrete also considered in this research.
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Li, Li-Chou, and 李禮州. "Flexural Behavior of Reinforced Lightweight Aggregate Concrete." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/27745827354425529608.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>92<br>This research uses numerical models developed from the flexural strength theory to evaluate theoretical moment-curvature diagram for reinforced lightweight aggregate concrete. By comparing the theoretical curves with experimental results, the differences of flexural behaviors between the reinforced lightweight aggregate concrete and the normal-weighted concrete are investigated while the compatibilities of code specification for the two different types of concrete in present code are also discussed. For the reinforced lightweight aggregate concrete,
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Shu, Bing-Kun, and 許炳崑. "Mechanical properties of Polypropylene Fiber Lightweight Concrete." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/55708906960735239420.

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碩士<br>萬能科技大學<br>材料科學與工程研究所<br>101<br>Polypropylene fiber concrete has several good effective, such as reducing cracks, improve long-term performance, deformation capacity and durability on the construction engineering. Therefore, it has been subject to a wide range of applications in the military, transportation, construction and other projects. However, the studies of polypropylene fiber concrete are focus on the improvements of cracks an strength. And the references on the studies of polypropylene fiber utilized in the construction performance and mechanical properties of lightweight concret
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Tsai, You-Liang, and 蔡侑良. "Mechanical Behavior of Prestressed Lightweight Concrete Beams." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/41465056563771449858.

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碩士<br>國立中興大學<br>土木工程學系所<br>95<br>In this research, a series of experiments are planed to investigate the material and structural behavior of prestressed lightweight concrete beams for the purpose of application and compare with that of prestressed normal concrete beams. The content of tests includes two stages. For the first stage, the shrinkage and creep of the concrete are studied. For the second stage, the prestressed beams are cast in practice to discuss their flexural and shear behavior as well as the performance of stiffness and ductility of beams. Moreover, the development of prestress
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Kao, Zhang-Yu, and 高章育. "Seismic Resistant Properties of Lightweight Aggregate Concrete." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/94410023816021073877.

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碩士<br>國立中興大學<br>土木工程學系<br>90<br>Earthquake always induces huge damages in Taiwan. To reduce the damage of earthquake and enhance the seismic resistance of structures, building materials that make up the structures should be improved. Lightweight aggregate concrete possesses lower unit weight and better damping characteristic and using it as a building material can enhance the seismic resistance of structures. This research investigates the seismic resistant properties of lightweight aggregate concrete and compares with those of normal weight concrete. The test results of lightweight
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Chang, Chin-Chih, and 張金池. "The Characteristics of Sinter Lightweight Aggregate Concrete." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/54206995507244739548.

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Lin, Jean-horn, and 林杰宏. "The Fracture Properties of Lightweight Aggregate Concrete." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/95655592902052945063.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>84<br>This study adopts the concepts of "least-void-ratio" for proportioning the lightweight aggregate concrete using one kind of cold-pelletized fly-ash lightweight aggregate and three kinds of sintered aggregate. The content of the lightweight aggregate concrete mixture is calculated by the least-void-ratio method.The other mixtures use the same weight of normal weight fine aggregate to replace 15%, 30% of lightweight aggregate calculated by
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Mitchell, David William. "Bond characteristics of high strength lightweight concrete /." 2001.

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HSIAO, CHING-CHIEN, and 蕭憬謙. "The Application of Self-Compacting Lightweight Aggregate Concrete on Prestressed Concrete." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/11853396162092535866.

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碩士<br>國立中興大學<br>土木工程學系所<br>102<br>Self-Compacting Concrete, SCC for short, which has high-flowability and anti-aggregate segregation features. Therefore, SCC pouring process, without applying any vibration and compaction, it will self-reinforced fill the gap and template each corner, make construction easier, save manpower, reduce construction costs and shorten the construction period, a better solution to the concrete caused by poor quality due to poor tamping. Self-Compacting Lightweight Aggregate Concrete, SCLC for short, for the field of civil engineering with a wide range of applications,
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Chen, How Ji, and 陳豪吉. "Lightweight concrete production using the lightweight aggregates in Taiwan and its strength characteristics." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/17645401964458677237.

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Tanner, Jennifer Elaine. "Design provisions for autoclaved aerated concrete (AAC) structural systems." 2003. http://wwwlib.umi.com/cr/utexas/fullcit?p3116203.

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48

chen, jyun-jhao, and 陳俊釗. "Mechanical Behavior of Reinforced Lightweight Aggregate Concrete Wall." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/88375760012187829724.

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碩士<br>國立中興大學<br>土木工程學系<br>93<br>This paper aims to investigate the mechanical behavior of reinforced lightweight aggregate concrete (R.L.A.C.) wall under horizontal loading. Three test parameters, such as spacing of reinforcing bars, types of coarse aggregates and sizes of reinforced concrete walls, were considered to research the effects on the shear strength, stiffness, ductility, and failure modes of walls. The test results were compared to those of corresponding reinforced normal aggregate concrete (R.L.A.C.) walls to evaluate the feasibility of R.L.A.C. walls in practical engineering. The
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Chen, Shin-Cheng, and 陳信成. "Seismic behavior of lightweight steel reinforced concrete columns." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/30888236105825729551.

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Abstract:
碩士<br>國立中央大學<br>土木工程研究所<br>92<br>This study is focused on the experimental investigation of seismic performance of steel reinforced concrete columns (SRC) composed of lightweight aggregate concrete. Specimens with various reinforcement placements were tested under bending and different combinations of bending and axial loads. Test results show that the inelastic behavior of lightweight aggregate concrete SRC members is governed by the steel ratio and the volumetric ratio of the confinements. It is also confirmed from the comparison on energy dissipation capacity that the ductility of lightweig
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羅國豪. "Stud on lightweight aggregate of concrete prefabrication slab." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/43334075268227460756.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>92<br>ABSTRACT This purpose of this paper is on sintered lightweight aggregate of sedimentary sludge property, and behavior of the reinforced lightweight aggregate concrete precast panel. It confirmed the applicability of lightweight aggregate concrete in structures, and study aimed at the benefit of architectural design. The parameters in include - the concrete confined by the C channel, and welded steel bar generally in the reinforced lightweight aggregate concrete precast panel. In this thesis, we compare and analyze the stress transmission, of two-dime
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