Дисертації з теми "FRP-confined concrete"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся з топ-30 дисертацій для дослідження на тему "FRP-confined concrete".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Переглядайте дисертації для різних дисциплін та оформлюйте правильно вашу бібліографію.
Au, Ching 1977. "Behavior of FRP-confined concrete." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/84240.
Повний текст джерелаBecque, Jurgen. "Analytical modeling of concrete columns confined by FRP." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0025/MQ51686.pdf.
Повний текст джерелаCasalboni, Stefano. "Experimental study on Carbon FRP-confined elliptical concrete columns." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2892/.
Повний текст джерелаLyon, Jeffrey G. "FRP CONFINED REINFORCED CONCRETE CIRCULAR CROSS SECTION SEISMIC APPLICATIONS." DigitalCommons@CalPoly, 2009. https://digitalcommons.calpoly.edu/theses/149.
Повний текст джерелаRocca, Silvia. "Experimental and analytical evaluation of FRP-confined large size reinforced concrete columns." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.mst.edu/thesis/pdf/Rocca_09007dcc803bfaf5.pdf.
Повний текст джерелаVita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed February 12, 2008) Includes bibliographical references.
Abbas, Safeer. "Analytical study of corroded steel-FRP confined concrete bond under fatigue cyclic loading." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/25801.
Повний текст джерелаCoonan, Rachel Mary. "Experimental testing of realistically sized and loaded FRP-confined prismatic reinforced concrete columns." Thesis, University of Bath, 2016. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.707586.
Повний текст джерелаNAGUIB, WASSIM IHAB. "LONG-TERM BEHAVIOR OF HYBRID FRP-CONCRETE BEAM-COLUMNS." University of Cincinnati / OhioLINK, 2001. http://rave.ohiolink.edu/etdc/view?acc_num=ucin982590541.
Повний текст джерелаOrtega, Jose Alberto 1978. "Assessment of FRP-confined concrete : understanding behavior and issues in nondestructive evaluation using radar." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34645.
Повний текст джерелаIncludes bibliographical references (p. 197-205).
Increase in the use of fiber-reinforced polymer (FRP) composite materials for strengthening and retrofitting of concrete columns and bridge piers has urged the development of' an effective non-destructive evaluation (NDE) methodology. Radar technologies have shown great potential for assessing the structural and material integrity of FRP-confined concrete systems. In developing such technology, an interdisciplinary approach must be pursued by integrating contributions of various engineering fields. Under this framework, this thesis aims at establishing fundamental knowledge in two particular research areas: the mechanics and damage behavior of FRP-confined concrete and the characterization of electromagnetic (EM) properties for concrete and FRP materials. Research on mechanics and damage behavior of FRP-confined concrete involved a thorough literature survey on the state-of-the-art understanding of the subject and the execution of an experimental program for load-deformation characterization of FRP-confined concrete cylindrical specimens subjected to monotonic axial compressive loads. Based on the experimental results and comparative studies with recent analytical models, the experimental program was extended to the characterization of specific damage levels using a volumetric deformation metric. Visual inspection of the concrete core of specimens previously loaded to levels close to ultimate failure revealed the existence of significant residual volumetric strains, which upon the removal of the FRP jacket could provoke severe concrete cracking and catastrophic failure.
(cont.) Research on dielectric property characterization of concrete and FRP materials led to the development of an integrated methodology for estimating the complex permittivity of low-loss materials in general using free-space measurements of EM wave transmission. Such development required theoretical modeling of EM wave propagation through dielectric media and experimental measurements of transmission coefficients. Validation studies were performed using Teflon, Lexan, and Bakelite materials whose dielectric properties are established in literature. The methodology was then applied to concrete and FRP materials. Establishing minimum criteria for specimen dimensions and optimal frequency bandwidths is still required before the proposed methodology can be used in field applications. Additionally, exploratory research on the assessment of FRP-confined concrete using radar technologies was conducted. Preliminary results indicate potential of such technologies for detecting features related to the presence of rebar, air cavities, delaminations, and mechanical damage in FRP-confined concrete columns.
by José Alberto Ortega.
S.M.
Sutherland, Brandy. "Experimental and analytical analysis of the stress-strain diagram of FRP-confined concrete with different loading rates." Thesis, Manhattan, Kan. : Kansas State University, 2007. http://hdl.handle.net/2097/420.
Повний текст джерелаNiesner, Jakub. "Studie chování železobetonových sloupů zesílených ovinutím FRP tkaninou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409801.
Повний текст джерелаFarahmandpour, Chia. "Modélisation et simulation du comportement des bétons confinés." Thesis, Paris 6, 2017. http://www.theses.fr/2017PA066550/document.
Повний текст джерелаFor the past two decades, externally bonded Fiber Reinforced Polymers (FRP) has gained much popularity for seismic rehabilitation of reinforced concrete (RC) columns. In this technique, FRP wrap installed on the surface of a column acts as lateral confinement and enhance the strength and deformation capacity of the concrete element. Although many experimental works have been devoted to the study of confining effect of FRP on the behavior of RC columns, the numerical simulation of FRP-jacketed RC columns remains a challenging issue due to the lack of appropriate constitutive model for confined concrete. In this study, a damage plastic model is developed to predict the behavior of concrete under triaxial stress states. The proposed model takes into account different material behavior such as irreversible strain, damage due to microcracking, confinement sensitivity and dilation characteristic. A straightforward identification process of all model’s parameters is then presented. The identification process is applied to different normal strength concrete. The validity of the model is then demonstrated through confrontation of experimental data with simulations considering active confined concrete and FRP confined concrete with a wide range of confinement stiffness. The proposed constitutive model is also compared with other models from the literature and the distinguishing features of this new model are discussed. Furthermore, the capacity of the model in the three-dimensional finite element analysis of full-scale RC columns is demonstrate and discussed
Liang, Chia-yuan, and 梁家源. "Investigation on Concrete Confined Effectiveness with FRP Bars." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/19839428581541708897.
Повний текст джерела國立中央大學
土木工程研究所
97
What we called “Fiber Reinforced Polymer Bars” is made from carbon or glass fibers mixed with polymer resin to a shape similar to steel reinforcing bars, initial as FRP bars. Nowadays, FRP bars are widely adopted in newly constructed RC structures in many countries. With respect to the highly corrosive environment as Taiwan, FRP bars as reinforcement can be considered to the new or green RC structures for sustaining their service lives. ACI committee 440 has published a new design guideline for FRP concrete members in 2006. However, the content is limited to the specifications on how to design FRP RC beams, such as moment, shear, and bond strength designs. There is no other design guide for RC columns, especially for the confined effectiveness of FRP hoops. Therefore, the research is to investigate the confining effectiveness of RC columns using FRP hoops. Ten short column specimens with rectangular section were manufactured from a local FRP industrial firm. The FRP tie bars are used as the transverse reinforcement instead of steel tie bars to confine the column. The FRP longitudinal reinforcement in some concrete columns is used. The columns were subjected to monotonically axial loading. Deformations of concrete, rebars and tie bars were measured electronically. Main results showed that the compressively carried capacity of FRP rebars cannot be ignored. The GFRP tie bars performed better behavior of confinement than the CFRP tie bars.
Vincent, Thomas John. "Axial compressive behaviour of FRP-confined high-strength concrete." Thesis, 2015. http://hdl.handle.net/2440/97999.
Повний текст джерелаThesis (Ph.D.) (Research by Publication) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2015.
Wu, Huan-Chong, and 吳煥崇. "Tempature Effects on the Behavior of FRP Confined Concrete." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/9nsa3u.
Повний текст джерела逢甲大學
土木及水利工程所
91
ABSTRACT Strengthening of reinforced concrete structures with external bonded carbon fiber reinforced plastics (CFRP) comes into notice recently. In this paper, a series of experimental investigations are conducted to study the behavior of fire-damaged concrete cylindrical specimens confined by carbon fiber. In order to study the performance enhancement of concrete confined by carbon fiber composite , a total 130 concrete cylindrical specimens with different strength were confined by different layers of carbon fiber cloth. Some of them were heated in the furnance to model concrete exposed to different fire-damaged environment. All specimens were tested under uni-axial compresson test to examine the effects of various conditions. The study indicates that CFRP confinement can significantly increase both strength and ductility of concrete, whether under high temperature environments or not. Based on the experimental data, analytical models are presented to predict compressive strength, strain corresponding to compressive strength, and stress-strain relation of concrete confined by CFRP. Keywords : fire-damaged ; carbon fiber composites ; compressive strength ; stress-strain relation
YANG, CHIN, and 楊勤. "Mechanics Study on Square Concrete Columns Confined by FRP Material." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/30275846092390366795.
Повний текст джерела國立臺灣大學
工程科學與海洋工程學系
92
ABSTRACT The purpose of this thesis is to understand the following mechanical properties by Finite Element Analysis method:stress-strain relationships, elements stresses distribution fields and effects of designing parameters (fiber-wrapped layers, corner radius) in static axial loading test. However, physic, failure and 「fiber-concrete」 coupling behavior can be observed by experiment, which helps us checking the exactness and reality of numerical modeling. Refer to experiment, changing confinement layers and corner radius in fixed profile geometry of confined square concrete columns shows that not only non-uniform lateral confining pressures and axial stress concentration phenomenon have been happened, but there is also a high decay occurred in stress descending portion after specimen failure. When increasing confinement layers and corner radius, axial stress will be promoted and lowered the trend of stress decay in confined specimens. Therefore, we learn that retrofitting advantages of square concrete columns are depended on these above two designing parameters. For the numerical analyses, there are good simulation results with experimental data in stress-strain compatibility. The error variations are under 10 percent. Moreover, contour of axial stress distribution on concrete model is almost the same as the references suggested in the past and stress concentration phenomenon is clearly softened on four corners, but lateral confining effect is improved quickly after increasing confinement layers and corner radius. In addition, uplift trends of stress-strain curves and excellent retrofitting advantages of square concrete columns can be induced by increasing corner radius.
Huang, Man-Young, and 黃盟揚. "Temperature Effects on the Behavior of FRP Confined Tied Concrete." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/27305773547085706958.
Повний текст джерела逢甲大學
土木及水利工程所
90
In this research, a series of experimental investigations are conducted to study the behavior of fire-damaged tied concrete cylindrical specimens confined by fiber reinforced plastic(FRP). The dimension of tested specimen is 12cm in diameter and 24cm in height. A total of 264 cylindrical concrete specimens are made with 4 kinds of design strength and 5 tied spacing. Two types of FRP confinement and 6 sets of temperatures are considered. The purposes of tests are to investigate confined effects of spiral reinforcements and carbon fiber composites on fire-damaged concrete. The results show that either for plain concrete or spirally reinforced concrete, the strength reduction and the strain increment in concrete increases with the increase of the fire-damaged temperature. Furthermore, the fire-damaged effects in high strength concrete are more obvious than those in low strength concrete. Whether the specimens suffer the fire-damage or not, the confined effects are always better in low strength concrete, either with spiral reinforcement or FRP confinement. In addition, under room temperature the compressive strength of the concrete with large spacing of lateral reinforcement is lower than that of the plain concrete but the peak strain is still increased;Nevertheless, under high temperatures the strength is lower in plain concrete. The FRP confined effects of plain or spirally reinforced concrete are better with the increasing of fire-damaged temperature, regardless of the concrete strength or spiral spacing. Based on the experimental data, analytical models are presented to predict compressive strength, strain corresponding to compressive strength and stress-strain relationship of fire-damaged concrete with confinements.
Chen, Cheng, and 陳成. "The Model for the Mechanical Behaviors of FRP Confined Concrete Column." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/24407328320490105825.
Повний текст джерела國立屏東科技大學
土木工程系碩士班
89
Recently, fiber reinforced plate (FRP) composite wrap has been used as an effective method for the strengthening and rehabilitation of concrete structures. The models for transverse steel reinforcement are used in most work. But, the mechanical behavior is different between FRP confined and steel confined concrete column. Present paper discusses the mechanical behavior of the FRP confined concrete column by using the endrochronic plastic theory. Present model is base on the endrochronic model for concrete by Lu and Wu. The deviatoric hardening function has been modified. The strain increment transformation rate is defined. The present model is used to describe the mechanical behaviors of the FRP confined concrete column. The composite materials investigated include GFRP and CFRP. Also, several different conditions of confinement are discussed. The theoretical results are compared with experimental data. The results are satisfactory.
CHIN, LEE SHENG, and 李昇潔. "The Mechanical Behavior of FRP Confined Concrete Column by using Endochronic Model." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/73782032381409865279.
Повний текст джерела國立屏東科技大學
土木工程系碩士班
90
Present paper discusses the mechanical behavior of the FRP confined concrete column. The model of Lu and Chen is used in this paper. The behavior of lateral strain is discussed by modifying the strain increment transformation rate. Also the ultimate strength functions are defined. The FRP confined concrete column discussed includes GFRP confined concrete column and CFRP confined concrete column. Different conditions of confinement are considered in this paper. The theoretical results are compared with experimental data. The results are satisfied.
Yang, Chin-Shyong, and 楊欽雄. "On the Heat Resistance of Concrete Cylinders Confined by FRP using Geopolymer." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/x52zv7.
Повний текст джерела國立臺北科技大學
土木與防災研究所
96
In the techniques of structural retrofitting, FRP jacket using epoxy as the cohesive material is quite popular. Epoxy has good cohesive property, and displays pretty good strengthening effect under room temperature. However, its cohesion may gradually reduce while the temperature arising, and sequentially lose the strengthening effect. Furthermore, the structural elements even may burst during high temperature state due to the surface is sealed. In the preceding researches, a newly developed material, namely geopolymer, was used to replace epoxy as the cohesive material. Preliminary result indicated that the effect of confinement indeed exists, and the property of temperature resistance is better than that of using epoxy. In the present research that the FRP confined concrete cylinders are prepared to investigate the confined effect under different temperature, as well as the size effect. In this study, the experimental parameters includes strength of concrete, specimen, covered layers, fiber used and heat temperature. The results indicate that the effectiveness of confinement is considerably retained under high temperature. Moreover, since geopolymer is a porous material so that the vapor pressure from the moisture of the specimens produced by high temperature may be released, and then reduce the possibility of bursting.
Cui, Ciyan. "Behaviour of Normal and High Strength Concrete Confined with Fibre Reinforced Polymers (FRP)." Thesis, 2009. http://hdl.handle.net/1807/17750.
Повний текст джерелаLin, Wei-Ting, and 林韋廷. "On the heat resistance of FRP jacketing concrete cylinders confined by perlite geopolymer." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/ura4tu.
Повний текст джерела國立臺北科技大學
土木與防災研究所
98
In practical, the bond material used in the FRP jacketing strengthened methods is mainly epoxy. Earlier researches indicated that the effect of confined strengthening at room temperature is indeed reliable. However, it would reduce tremendously while reaches a higher temperature. Previous studies have used geopolymer to replace epoxy as the bond material for sticking FRP onto concrete cylinders, both the effects of strengthening as well as the advantage of better heat resistance were classified. Additional studies have used a porous “geopolymer foam” as the fire resistant coating to cover the concrete cylinders jacket strengthened by FRP using geopolymer, the effect of fire-resistant insulation was considerably shown. The present study attempted to develop a light weight material with better performance in fire resistance and insulation. Perlite powder was added into geopolymer mortar, and made use as the fire resistant coating with different thickness to cover the concrete cylinders jacket strengthened by CFRP using epoxy as the bond material. The experiment results revealed that the perlite geopolymer coating did display effect in heat resistance. The heat insulation effect for 2.5 cm thickness coating was around 100 ℃, while the 4.5 cm thickness perlite geopolymer coating was 150 ℃.
Hsu, Tai-Wei, and 許太瑋. "On the Heat Resistance of Concrete Cylinders Confined with FRP by Geopolymer Foam." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/x4gwgp.
Повний текст джерела國立臺北科技大學
土木與防災研究所
97
FRP jacket using epoxy as the cohesive material on structural confinement is very popular nowadays. Epoxy has good strengthening effect under temperature, but would lose the strengthening effect substantially while the temperature is arising. The preceding researches showed that the effect of confinement indeed exists on concrete cylinders covered by FRP using geopolymer, and the property of temperature resistance is better than that of using epoxy. In the present study, concrete cylinders covered by FRP with geopolymer foam are prepared in order to improve the fire resistance. Moreover, using geopolymer foam as the structural element, the problems of static load and high cost is expected to solved. The experimental parameters include strength of concrete, specimen, covered layers, fiber used, and temperature. The results indicate that the effectiveness of heat resistance and confinement are considerably for concrete cylinders confined by FRP with geopolymer foam.
zheng, Kai-Hong, and 鄭凱鴻. "A Study on the Behavior of Fireproof Material Bonded FRP Confined Concrete Exposed to Fire." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/32330736971004787548.
Повний текст джерела逢甲大學
土木工程所
99
A series of experimental investigations were conducted to study the behaviors of fireproof material bonded CFRP (Carbon Fiber Reinforced Polymer) confining concretes exposed to fire. First, a total of 131 concrete cylindrical specimens, with size of Φ12cm×24cm and Φ15cm×30cm, were designed and cast. These concrete cylindrical specimens were pre-loaded and confined by CFRP. Some of these specimens were externally adhered by fireproof material with different thicknesses. Next, all the specimens were exposed to different fire temperatures (300, 400, 500, 600 and 700℃) with 30 or 60 minutes exposure time. All the specimens were then loaded by the loading test. The residual compressive strengths of concrete specimens were evaluated to see the fire resistance effects of fireproof material. The results show the confining effect of CFRP begins to lose gradually when the temperature is over 300℃. With the increase of temperature or exposure time, the effectiveness of CFRP is decreased and the strengths of confining concretes are also decreased. However, the fireproof material can really protect CFRP confining concretes from high temperatures and concrete specimens can still retain most of the original strengths. The fire resistance effect depends on the thicknesses of fireproof material and the fire environments. The fireproof material with 8 mm in thickness can protect CFRP confining concretes for the temperatures below 600℃. The fireproof material with 12 mm in thickness can protect specimens even when the temperatures are over 600℃. Besides, the strength of specimen with non-fireproof material at 300℃ and that with fireproof material at 700℃ are very close, which means the fireproof material can reduce the fire temperature around 300℃~400℃. It is also found that the residual strengths of fireproof specimens exposed at temperatures around 500℃~600℃ are slightly increased. The causes of this phenomenon are due to the water evaporating and the rehydration of concrete specimens. Based on the experimental data, analytical models are presented to predict compressive strength of FRP confined specimens with/without fireproof material.
Li, Chia-hung, and 李佳鴻. "A Study on the Behavior of Fireproof Material Bonded FRP Confined Concrete Member Exposed to Fire." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/22709316572074541166.
Повний текст джерелаSyuan, Huang Jian, and 黃健軒. "A Study on the Behavior of Fireproof Material Bonded FRP Confined Concrete Specimens and Reinforced Concrete Beam Exposed to High Temperature." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/96872745406222832996.
Повний текст джерела逢甲大學
土木工程學系
102
Abstract This study investigates the loading behavior of carbon fiber reinforced plastics (CFRP) strengthening concrete specimens with different fire resistive coatings under high temperatures. The experimental analyses are divided into two parts, the first part is to continuously discuss the behavior of concrete cylindrical specimens confined by CFRP with different fire resistive coatings and exposed to fire environments, while the other part is to discuss the behavior of reinforced concrete beams confined by CFRP with fire resistive material and exposed to fire environments. There are a total of 24 concrete cylindrical specimens with dimensions of Ø12cm×24cm and 18 reinforced concrete beam specimens with dimensions of 17cm×22cm×120cm, all with concrete design strength of 280kg/cm2. All the concrete specimens are reinforced with CFRP and then fire resistive coatings of different kinds and thicknesses are applied to the specimens. Then, the fire exposure experiments with different temperatures (500oC, 600oC) and durations 30 minutes are conducted. The concrete cylindrical specimens then go through a compression test and reinforced concrete beam specimens are under the four-point bending test to observe the load bearing behavior of the specimen and fire protection effectiveness of the specimen by fire resistive coating. The results show that GREENPOWER and fire resistive material can protect concrete specimens and the strengths/loadings of concrete specimens reinforced by CFRP will not be obviously decreased under high temperatures. However, the strengthening effectiveness of CFRP will be reduced along with the increase of fire temperature even with fire resistive material protection. Besides, the increase in thickness of GREENPOWER and fire resistive material will have better fire protection to concrete specimens.
張景原. "A Study on the Behavior of Different Fireproof Material Bonded FRP Confined Concrete Specimens Exposed to Fire." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/47964055801309062241.
Повний текст джерелаChin, V.-Liam, and 陳威霖. "Shear Strength Design and Tests of Circular Reinforced Concrete Columns Confined with a FRP-Wrapped Spiral Corrugated Tube." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/27213936131256612485.
Повний текст джерела國立臺灣大學
土木工程學研究所
104
This study is conducted to investigate the shear strength of FRP-Wrapped Spiral Corrugated Tube (FWSCT) confined circular concrete columns. In order to study the shear strength of the Spiral Corrugated Tube and the FRP jacket, two shear strength models (UCSD shear model and residual shear model) are adopted in this analytical procedure. In this experimental program, two FRP-Wrapped Spiral Corrugated Tube (FWSCT) Circular Concrete Columns with different amount of FRP confinement were tested under cyclic lateral loading with a constant axial load level. The main variable was the confinement ratio of the FRP jacket, which can be controlled by wrapping different number of FRP sheets around the Spiral Corrugated Tube. Two columns, FWSCT-1 and FWSCT-3 were designed based on a reference column, FWSCT-0 (Wu 2015), which confined by only a spiral corrugated tube with 0.4 mm thick and 1940 mm tube length. FWSCT-1 and FWSCT-3 were wrapped by additional one-layer and three-layer of Glass Fiber-Reinforced Polymer (GFRP) jackets around a spiral corrugated tube, respectively. Test results showed that the brittle shear failure in specimen FWSCT-0 is improved by wrapping one-layer of the GFRP jacket as seen in the test of specimen FWSCT-1. Specimen FWSCT-1 failed at 4% story drift, resulting in flexural-shear failure of column, while specimen FWSCT-3 failed at 7% story drift, resulting in flexural failure of longitudinal bars.
Fallah, Pour Ali. "Development of new structural systems using novel and eco-efficient construction materials." Thesis, 2021. https://hdl.handle.net/2440/133090.
Повний текст джерелаThesis (Ph.D.) -- University of Adelaide, School of Civil, Environment & Mining Engineering, 2020
CHOWDHURY, ERSHAD. "BEHAVIOUR OF FIBRE REINFORCED POLYMER CONFINED REINFORCED CONCRETE COLUMNS UNDER FIRE CONDITION." Thesis, 2009. http://hdl.handle.net/1974/5360.
Повний текст джерелаThesis (Ph.D, Civil Engineering) -- Queen's University, 2009-12-17 14:11:27.931