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Статті в журналах з теми "Concrete code"
Ueda, T. "Asian Concrete Model Code." Concrete Journal 40, no. 11 (2002): 34–40. http://dx.doi.org/10.3151/coj1975.40.11_34.
Повний текст джерелаTrautwein, Leandro Mouta, Luiz Carlos de Almeida, and Ricardo Gaspar. "A Comparative Study of the Shear Strength Prediction for Reinforced Concrete Beams without Shear Reinforcement." Applied Mechanics and Materials 584-586 (July 2014): 1135–40. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1135.
Повний текст джерелаZhou, Ying Wu, Li Li Sui, and Feng Xing. "Reliability Studies on Concrete Filled FRP Tube Columns Using Different Design Code Models." Applied Mechanics and Materials 405-408 (September 2013): 735–39. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.735.
Повний текст джерелаLee, Hyeoung-Deok, Jong-Keol Song, Ki-Yong Yoon, and Jiho Moon. "Assessing the Applicability of Track Alignment Design Code for Continuous Welded Rail Installation to Concrete Slab Track." Journal of the Korean Society of Hazard Mitigation 22, no. 6 (December 31, 2022): 181–89. http://dx.doi.org/10.9798/kosham.2022.22.6.181.
Повний текст джерелаDing, Hong Yan, and Yuan Liu. "Comparative Analysis of Specifications for Calculation of Prestress Losses in Chinese, US and European Concrete Codes." Advanced Materials Research 816-817 (September 2013): 144–48. http://dx.doi.org/10.4028/www.scientific.net/amr.816-817.144.
Повний текст джерелаMohamed, Osama Ahmed, and Omar Fawwaz Najm. "Experimental Validation of Splitting Tensile Strength of Self Consolidating Concrete." Applied Mechanics and Materials 864 (April 2017): 308–12. http://dx.doi.org/10.4028/www.scientific.net/amm.864.308.
Повний текст джерелаTaylor, Andrew Warren. "The status of sustainable concrete codes in the United States." Acta Polytechnica CTU Proceedings 33 (March 3, 2022): 604–9. http://dx.doi.org/10.14311/app.2022.33.0604.
Повний текст джерелаSłowik, Marta. "The Influence of Concrete Strength on Shear Capacity of Reinforced Concrete Members without Shear Reinforcement." Budownictwo i Architektura 12, no. 1 (March 11, 2013): 151–58. http://dx.doi.org/10.35784/bud-arch.2186.
Повний текст джерелаZhang, Lan, Hao Hu, Yi Fang, and Zhenyu Qiang. "Code Compliance in Reinforce Concrete Design: A Comparative Study of USA Code (ACI) and Chinese Code (GB)." Advances in Civil Engineering 2021 (May 25, 2021): 1–9. http://dx.doi.org/10.1155/2021/5517332.
Повний текст джерелаBERNARDO, Luís F. A., Miguel C. S. NEPOMUCENO, and Hugo A. S. PINTO. "FLEXURAL DUCTILITY OF LIGHTWEIGHT-AGGREGATE CONCRETE BEAMS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 5 (May 17, 2016): 622–33. http://dx.doi.org/10.3846/13923730.2014.914094.
Повний текст джерелаДисертації з теми "Concrete code"
Huang, Haibin. "Study of reinforced concrete building demolition methods and code requirements." Morgantown, W. Va. : [West Virginia University Libraries], 2007. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5167.
Повний текст джерелаTitle from document title page. Document formatted into pages; contains vii, 64 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 58-59).
Alameddine, Fadel 1964. "FLEXURAL STIFFNESS OF CIRCULAR REINFORCED CONCRETE COLUMNS (SLENDERNESS, ACI CODE, LOAD, DESIGN)." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/276368.
Повний текст джерелаAl-Chatti, Qusay. "Decision tree based seismic retrofit selection for non-code conforming reinforced concrete buildings." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/43564.
Повний текст джерелаEigelaar, Estee M. "Deflections of reinforced concrete flat slabs." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/2389.
Повний текст джерелаENGLISH SUMMARY: It is found that the serviceability limit state often governs the design of slender reinforced concrete members. Slender flexural members often have a percentage tension reinforcement less than 1.0% and an applied bending moment just above the point of first cracking. For such members, the available methods to evaluate the serviceability conditions produce inadequate and unrealistic results. The evaluation of the serviceability of a slender member includes the calculation of the predicted deflection, either by empirical hand-calculation or analysing a finite element model, and the verification using the span-to-effective-depth ratio. The focus of the study is on flat slab structures. It investigates the different deflection prediction methods and the span-to-effective-depth ratio verifications from various design standards. These design standards include the ACI 318 (2002), the SABS 0100-1 (2000), the EC2 (2004) and the BS 8110 (1997). The background to the methods, as well as the parameters which influences the deflection development for lightly reinforced members, are investigated in order to define the limitations of the methods. As a result of the investigation of the deflection calculation methods, an Alternative Approach is suggested and included in the comparisons of the various methods. The deflection prediction methods and the span/effective depth verification procedures are accurately formulated to predict the serviceability behaviour of beams. Additional approaches had to be used to apply these methods to a two-dimensional plane such as that of a flat slab structure. The different deflection prediction methods and the span/effective depth verification methods are calculated and compared to the recorded data of seven experimental flat slab specimens as performed by others. A study by Gilbert and Guo (2005) accurately recorded the flexural behaviour of flat slab specimens under uniformly distributed loads for test periods up to 750 days. The methods to evaluate the serviceability of a slender member were also applied to slab examples designed using South African standards. The study concludes by suggesting a suitable deflection prediction method for different parameter (limitation) categories with which a slender member can comply to. The typical span/effective depth ratio trend is also presented as the percentage tension reinforcement for a slender member changes. It is observed that the empirical hand-calculation methods present more reliable results than those of the finite element models. The empirical hand-calculation methods are accurate depending on the precision to which the slab was constructed relative to the actual slab design. The comparison of the deflection methods with South African case studies identified the role played by construction procedures, material parameters and loading history on slab behaviour.
AFRIKAANSE OPSOMMING: Die diensbaarheidstoestand is in baie gevalle die bepalende faktor vir die ontwerp van slank gewapende beton elemente bepaal. Slank elemente, soos lig bewapende buigbare beton elemente, het gewoonlik ‘n persentasie trekbewapening van minder as 1.0% en ‘n aangewende buigmoment net wat net groter is as die punt waar kraking voorkom. Die metodes beskikbaar om die diensbaarheid van sulke elemente te evalueer gee onvoldoende en onrealistiese resultate. Die evaluering van die elemente in die diensbaarheidstoestand sluit in die bepaling van defleksies deur berekening of die analise van ‘n eindige element model, en die gebruik van die span/effektiewe diepte metode. Die fokus van die studie is platbladstrukture. Die doel van die studie is om die verskillende metodes vir die bereking van defleksie asook die verifikasie volgens span/effektiewe diepte metodes van die verskillende ontwerp standaarde te ondersoek. Die ontwerp standaarde sluit die ACI 318 (2002), SABS 0100-1 (2000), EC2 (2004) en die BS 8110 (1997) in. Die agtergrond van hierdie metodes is ondersoek asook die parameters wat ‘n rol speel, sodat die beperkings van die metodes geidentifiseer kan word. As ‘n gevolg van die ondersoek na die beperkings van die metodes, is ‘n Alternatiewe Benadering voorgestel. Die Alternatiewe Benadering is saam met die metodes van die ontwerpstandaarde gebruik om die verskille tussen die metodes te evalueer. Die defleksievoorspelling en die span/effektiewe diepte verifikasie metodes is korrek geformuleer om die diensbaarheid van balke te evalueer. Ander benaderings was nodig om die diensbaarheid van blad blaaie te toets. Die onderskeie defleksievoorspelling en span/effektiewe diepte metodes is bereken vir sewe eksperimentele plat blaaie soos uitgevoer deur ander navorsers. Gilbert and Guo (2005) het ‘n studie uitgevoer waar die buigingsgedrag van die sewe plat blaaie, met ‘n uniforme verspreide las vir ‘n toetsperiode van tot 750 dae, akkuraat genoteer is. Die metodes om die diensbaarheid van ‘n slank element te toets, was ook op Suid-Afrikaanse blad voorbeelde getoets. Dit was gedoen om die Suid- Afrikaanse ontwerp van ligte bewapende beton elemente te evalueer. Die gevolgetrekkings stel ‘n gepaste defleksie metode vir ‘n slank element vir verskillende beperking kategorië voor. Dit is ook verduidelik hoe die tipiese span/effektiewe diepte verhouding met die persentasie trek bewapening vir ‘n slank element verander. Dit is bevind dat die imperiese handmetodes om defleksies te bereken, meer betroubaar as die eindige element modelle se resultate is. Die imperiese handberekening metodes is akkuraat relatief tot hoe akkuraat die blad konstruksie tot die blad ontwerp voltooi is. ‘n Vergelyking van defleksieberekening met Suid-Afrikaanse gevallestudies het die belangrikheid van konstruksieprosedures, materiallparamteres and belastingsgeskiedenis geïdentifiseer.
Sudre, Gustavo. "Characterizing the Spatiotemporal Neural Representation of Concrete Nouns Across Paradigms." Research Showcase @ CMU, 2012. http://repository.cmu.edu/dissertations/315.
Повний текст джерелаKabir, Md Rashedul. "Critical seismic performance assessment of concrete bridge piers designed following Canadian Highway Bridge Design Code." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/63369.
Повний текст джерелаApplied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
Isabell, Eriksson, and Niklas Karlsson. "Non-Linear Assessment of a Concrete Bridge Slab Loaded to Failure." Thesis, KTH, Betongbyggnad, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188900.
Повний текст джерелаDenna uppsats behandlar en utredning gällande brottet i plattan på Gruvvägsbron, som var resultatet av det fullskaletest som bron utsattes för innan rivning. Med hjälp av den icke-linjära finita element-programvaran ATENA 3D skapades en modell avbron, med syfte att på ett realistiskt sätt försöka återskapa experimentet och fånga brons verkliga beteende. Detta för att således kunna dra slutsatser angående brottets natur. Den första delen av denna uppsats innehåller en sammanfattning av en utförd litteraturstudie, som ämnar ge en ökad förståelse angående fenomenen skjuvning och genomstansning, tillsammans med olika brottmekanismer relaterade till dessa. Vidare har brons motstånd mot skjuv- och genomstansningbrott beräknats enligt rådande normer. En parameterstudie utfördes på modellen, då den ursprungligen uppvisade ett överstyvt beteende. Syftet med detta var att studera nyckelparametrars påverkan på analysens resultat, och eventuellt komma närmare den verkliga brottlasten i experimentet. Av de studerade parametrarna observerades att en samtida reduktion av draghållfasthet och brottenergi, samt ett lågt värde på den så kallade "fixedcrack"-koefficienten gav störst inverkan på resultatet. Vidare observerades att brottets lokalisering och brottlasten var beroende av hur lasten påfördes modellen, dvs genom last- eller deformationsstyrning. Den slutgiltiga modellen gick till brott vid en last som översteg den verkliga brottlasten med 10.5%. Brottet som skedde var i samtliga analyser resultatet av en skjuvspricka som sträckte sig från kanten av lastplattan, genom plattan, ner till mötet mellan platta och balk. Detta indikerar att den typ av brott som skedde var ett primärt skjuvbrott med en sekundär stanseffekt. Lastvärdena beräknade enligt rådande normer tycks vara för konservativa, om jämförelse görs med lasten som uppnåddes i experimentet. Detta visar på svårigheten i att bedöma den inre kraftspridningen i plattor, och även dess skjuvbärande bredd, då analysen visade att denna var betydligt större än vad som ges i koden.
Saleh, N., Ashraf F. Ashour, and Therese Sheehan. "Bond between glass fibre reinforced polymer bars and high - strength concrete." ElSevier, 2019. http://hdl.handle.net/10454/17246.
Повний текст джерелаIn this study, bond properties of glass fibre reinforced polymer (GFRP) bars embedded in high-strength concrete (HSC) were experimentally investigated using a pull-out test. The experimental program consisted of testing 84 pull-out specimens prepared according to ACI 440.3R-12 standard. The testing of the specimens was carried out considering bar diameter (9.5, 12.7 and 15.9 mm), embedment length (2.5, 5, 7.5 and 10 times bar diameter) and surface configuration (helical wrapping with slight sand coating (HW-SC) and sand coating (SC)) as the main parameters. Twelve pull-out specimens reinforced with 16 mm steel bar were also tested for comparison purposes. Most of the specimens failed by a pull-out mode. Visual inspection of the tested specimens reinforced with GFRP (HW-SC) bars showed that the pull-out failure was due to the damage of outer bar surface, whilst the detachment of the sand coating was responsible for the bond failure of GFRP (SC) reinforced specimens. The bond stress – slip behaviour of GFRP (HW-SC) bars is different from that of GFRP (SC) bars and it was also found that GFRP (SC) bars gave a better bond performance than GFRP (HW-SC) bars. It was observed that the reduction rate of bond strength of both GFRP types with increasing the bar diameter and the embedment length was reduced in the case of high-strength concrete. Bond strength predictions obtained from ACI-440.1R, CSAeS806, CSA-S6 and JSCE design codes were compared with the experimental results. Overall, all design guidelines were conservative in predicting bond strength of both GFRP bars in HSC and ACI predictions were closer to the tested results than other codes.
Duzce, Zeynep. "Performance Evaluation Of Existing Medium Rise Reinforced Concrete Buildings According To 2006 Turkish Seismic Rehabilitation Code." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607834/index.pdf.
Повний текст джерелаnon-linear analysis (pushover analysis with equivalent lateral load method and mode superposition method) and non-linear time history analysis. In this study, linear elastic analysis with equivalent lateral loads and non-linear static analysis (pushover analysis) with equivalent lateral loads are investigated comparatively. SAP2000 software is used for pushover analysis
however the plastic rotation values obtained from SAP2000 are not used directly but defined according to the code procedures. Post-elastic rotations at yielding sections are transferred to Excel and the corresponding strains are calculated from these rotations by Excel Macro. These strains are compared with strain limits described in the 2006 Turkish Seismic Rehabilitation Code to obtain the member performances. In the linear elastic procedure, structural analysis is performed also by SAP2000 to obtain the demand values, whereas the capacity values are calculated by another Excel Macro. With these demand and capacity values, corresponding demand to capacity ratios are calculated and compared with demand to capacity ratio limits described in 2006 Turkish Seismic Rehabilitation Code to obtain the member performances. Global performances of the buildings are estimated from the member performances and from the inter-storey drifts for both two methods. The results are compared to each other, and critically evaluated.
Rahman, Muhammad Mostafijur. "Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002)." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952.
Повний текст джерелаКниги з теми "Concrete code"
ACI Committee 318. Building code requirements for structural concrete: (ACI 318-95) ; and commentary (ACI 318R-95). Farmington Hills, MI: American Concrete Institute, 1995.
Знайти повний текст джерелаInstitute, American Concrete, ed. Building code requirements for structural concrete: (ACI 318-02) and commentary (ACI 318R-02). Farmington Hills, Mich: American Concrete Institute, 2002.
Знайти повний текст джерела318, ACI Committee. Building code requirements for structural concrete: (ACI 318-99) ; and commentary (ACI 318R-99). Farmington Hills, Mich: American Concrete Institute, 1999.
Знайти повний текст джерелаACI Committee 318. Building code requirements for structural concrete: (ACI 318-95) ; and commentary (ACI 318R-95). Farmington Hills, MI: American Concrete Institute, 1995.
Знайти повний текст джерела318, ACI Committee. Building code requirements for structural concrete: (ACI 318-95) ; and commentary (ACI 318R-95). Farmington Hills, MI: American Concrete Institute, 1995.
Знайти повний текст джерелаBéton, Comité Euro-International du. CEB-FIP model code 1990: First draft. Lausanne: Comité Euro-International du Béton, 1990.
Знайти повний текст джерелаCode of practice for concrete producing plants. Edmonton: Queen's Printer, 1997.
Знайти повний текст джерелаCongress, Indian Roads. Code of practice for concrete road bridges. New Delhi: Indian Roads Congress, 2011.
Знайти повний текст джерелаfib. fib Model Code for Concrete Structures 2010. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2013. http://dx.doi.org/10.1002/9783433604090.
Повний текст джерелаACI Committee 318. Building code requirements for structural concrete: (ACI 318-95) ; and commentary (ACI 318R-95). Farmington Hills, MI: American Concrete Institute, 1995.
Знайти повний текст джерелаЧастини книг з теми "Concrete code"
Hoffman, Edward S., David P. Gustafson, and Albert J. Gouwens. "Prestressed Concrete." In Structural Design Guide to the ACI Building Code, 388–418. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_14.
Повний текст джерелаHoffman, Edward S., David P. Gustafson, and Albert J. Gouwens. "Structural Plain Concrete." In Structural Design Guide to the ACI Building Code, 423–31. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_16.
Повний текст джерелаHoffman, Edward S., David P. Gustafson, and Albert J. Gouwens. "Structural Lightweight Aggregate Concrete." In Structural Design Guide to the ACI Building Code, 419–22. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_15.
Повний текст джерелаHoffman, Edward S., David P. Gustafson, and Albert J. Gouwens. "One-Way Reinforced Concrete Slabs." In Structural Design Guide to the ACI Building Code, 37–54. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_3.
Повний текст джерелаHilsdorf, H. K., and W. Brameshuber. "Code-type formulation of fracture mechanics concepts for concrete." In Current Trends in Concrete Fracture Research, 61–72. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3638-9_5.
Повний текст джерелаKesner, Keith. "ACI 562-16 – The ACI Concrete Repair Code." In High Tech Concrete: Where Technology and Engineering Meet, 1566–72. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_180.
Повний текст джерелаXia, Bing, Jianmin Pang, Jun Wang, Fudong Liu, and Feng Yue. "Study on Binary Code Evolution with Concrete Semantic Analysis." In Communications in Computer and Information Science, 30–43. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5943-0_3.
Повний текст джерелаMelhem, M. M., C. Caprani, and M. G. Stewart. "Model Error for Australian Code Shear Capacity of Concrete Structures." In Lecture Notes in Civil Engineering, 327–36. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_33.
Повний текст джерелаAcosta, Fernando, and Harald S. Müller. "Kinetics of Drying Shrinkage and Creep: An Experimentally Based Code-Type Approach." In High Tech Concrete: Where Technology and Engineering Meet, 24–32. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_4.
Повний текст джерелаVinju, J. J. "Type-Driven Automatic Quotation of Concrete Object Code in Meta Programs." In Rapid Integration of Software Engineering Techniques, 97–112. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/11751113_8.
Повний текст джерелаТези доповідей конференцій з теми "Concrete code"
"Code Requirements for Crack Control." In SP-104: Lewis H. Tuthill International Symposium: Concrete and Concrete Construction. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1719.
Повний текст джерелаWium, Jan A., and Ali S. Ngab. "A Concrete Code for Africa." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796157841.
Повний текст джерелаKesner, Keith. "ACI 562—The Concrete Repair Code." In Seventh Congress on Forensic Engineering. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479711.001.
Повний текст джерела"Comparison of Beam Deflection Variability in Members Using High Strength Concrete and Normal Strength Concrete." In SP-203: Code Provisions for Deflection Control in Concrete Structures. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10811.
Повний текст джерела"Northridge Earthquake Influence on Bridge Design Code." In SP-187: Seismic Response of Concrete Bridges. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5592.
Повний текст джерелаXu, Zhichun, Yapei Zhang, G. H. Su, Wenxi Tian, and Suizheng Qiu. "Numerical Simulation of Concrete Ablation and Corium Cooling for Molten Corium-Concrete Interaction (MCCI)." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16388.
Повний текст джерела"UK Code Requirements for Deflection Control." In SP-203: Code Provisions for Deflection Control in Concrete Structures. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10803.
Повний текст джерела"Deflection Provisions in the Draft Brazilian Code." In SP-203: Code Provisions for Deflection Control in Concrete Structures. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10805.
Повний текст джерела"Structural Design for High-Strength Concrete-Important Code Aspects." In SP-198: Structural Concrete - Behavior to Implementation. American Concrete Institute, 2001. http://dx.doi.org/10.14359/9989.
Повний текст джерела"Deflection Prediction for Reinforced Concrete Structures Under Service load." In SP-203: Code Provisions for Deflection Control in Concrete Structures. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10808.
Повний текст джерелаЗвіти організацій з теми "Concrete code"
Yakura, S. J., and David Dietz. Penetration of Microwaves Through Dispersive Concrete Using a Three-Dimensional Finite-Difference Time-Domain Code. Fort Belvoir, VA: Defense Technical Information Center, June 1999. http://dx.doi.org/10.21236/ada367902.
Повний текст джерелаHenager, C. H., G. F. Piepel, W. E. Anderson, P. L. Koehmstedt, and F. A. Simonen. EVALUATION OF CONCRETE PROPERTY DATA AT ELEVATED TEMPERATURES FOR USE IN THE SAFE-CRACK COMPUTER CODE. Office of Scientific and Technical Information (OSTI), October 1986. http://dx.doi.org/10.2172/1086812.
Повний текст джерелаSparks, Paul, Jesse Sherburn, William Heard, and Brett Williams. Penetration modeling of ultra‐high performance concrete using multiscale meshfree methods. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41963.
Повний текст джерелаClodic, L., and A. Meike. Thermodynamics of calcium silicate hydrates, development of a database to model concrete dissolution at 25°C using the EQ3/6 geochemical modeling code. Office of Scientific and Technical Information (OSTI), August 1997. http://dx.doi.org/10.2172/2896.
Повний текст джерелаMcCartney, M. A., and M. G. Plys. Modifications for the development of the MAAP-DOE code: Volume 1, A mechanistic model for core-concrete interactions and fission product release in integrated accident analysis Task 3. 4. 3. Office of Scientific and Technical Information (OSTI), November 1988. http://dx.doi.org/10.2172/6300751.
Повний текст джерелаCopus, E. R., J. E. Brockmann, R. B. Simpson, D. A. Lucero, and R. E. Blose. Core-concrete interactions using molten urania with zirconium on a limestone concrete basemat. Office of Scientific and Technical Information (OSTI), September 1992. http://dx.doi.org/10.2172/7022699.
Повний текст джерелаRoche, M., L. Leibowitz, J. Fink, and L. Baker. Solidus and liquidus temperatures of core-concrete mixtures. Office of Scientific and Technical Information (OSTI), June 1993. http://dx.doi.org/10.2172/10169229.
Повний текст джерелаTurk, George F., and Jeffrey A. Melby. CORE-LOC (trade name) Concrete Armor Units: Technical Guidelines. Fort Belvoir, VA: Defense Technical Information Center, June 1997. http://dx.doi.org/10.21236/ada328538.
Повний текст джерелаMcDermott, Matthew R. Shear Capacity of Hollow-Core Slabs with Concrete Filled Cores. Precast/Prestressed Concrete Institute, 2018. http://dx.doi.org/10.15554/pci.rr.comp-002.
Повний текст джерелаMohammed, Anwer. Seismic Behavior of Screen Grid Core Insulated Concrete Form Walls. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.6694.
Повний текст джерела