Academic literature on the topic 'Concrete walls Design and construction'
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Journal articles on the topic "Concrete walls Design and construction"
Das, Prabir K., Anthony L. Ricci, Huang Ni, and Paul Harrington. "Use of Soldier Pile–Tremie Concrete Slurry Walls as Permanent Tunnel Walls." Transportation Research Record: Journal of the Transportation Research Board 1541, no. 1 (January 1996): 153–62. http://dx.doi.org/10.1177/0361198196154100120.
Full textMassone, 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.
Full textRedmond, 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.
Full textFrydrych, Mateusz, Grzegorz Kacprzak, and Paweł Nowak. "Modern Methods of Diaphragm Walls Design." Sustainability 13, no. 24 (December 18, 2021): 14004. http://dx.doi.org/10.3390/su132414004.
Full textBellová, Maria. "Fire Walls Made from Concrete and Masonry - Barriers against a Fire Spreading." Key Engineering Materials 691 (May 2016): 408–19. http://dx.doi.org/10.4028/www.scientific.net/kem.691.408.
Full textPopescul, 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.
Full textYepes, Víctor, José V. Martí, and José García. "Black Hole Algorithm for Sustainable Design of Counterfort Retaining Walls." Sustainability 12, no. 7 (April 1, 2020): 2767. http://dx.doi.org/10.3390/su12072767.
Full textBilčík, Juraj, Július Šoltész, Lýdia Leppakorpi Matiašková, and Katarína Gajdošová. "Causes of Failures in Circular Concrete Silo Walls, Particularly Under Environmental Influences." Slovak Journal of Civil Engineering 29, no. 4 (December 1, 2021): 1–8. http://dx.doi.org/10.2478/sjce-2021-0021.
Full textYang, Xinlei, and Hailiang Wang. "Seismic Behavior of Rammed Earth Walls with Precast Concrete Tie Columns." Advances in Materials Science and Engineering 2018 (2018): 1–10. http://dx.doi.org/10.1155/2018/9739853.
Full textWallace, 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.
Full textDissertations / Theses on the topic "Concrete walls Design and construction"
Riley, Benjamin. "Concrete living walls." Thesis, Lyon, 2018. http://www.theses.fr/2018LYSE2027/document.
Full textCities facing overpopulation amid shifting climates will require practicable solutions to meet the biophilic, health, and safety needs of city dwellers. The goal of this thesis is to determine the possibility of having a living wall system which is durable, environmentally sustainable, unlimited by location and building typology, and more affordable than currently available systems. The hypothesis of this thesis is that concrete,due to its durability, cost, and ubiquity, is capable of being used as a growing medium for plant life and is currently the most realistic material choice to significantly extend nature’s reach into the urban milieu. The thesis is multi-disciplinary and combines botany and material science, but architecture is the lens throughwhich the inter-disciplinary work is validated. This architectural lens will influence the trajectory of future system design, e.g., in determining if the system would have the potential of being structural and used for the interiors and exteriors of low, mid, and high-rise buildings. This doctoral thesis would determine the feasibility of concrete living wall systems and if validated provide the foundation for sustainable concrete living wall solutions
Lim, Chim Chai. "Analysis, design, and construction of tilt-up wall panel." Thesis, Virginia Tech, 1987. http://hdl.handle.net/10919/45801.
Full textMaster of Science
Khalil, Ahmed Amir Ghobarah Ahmed. "Rehabilitation of reinforced concrete structural walls using fibre composites /." *McMaster only, 2005.
Find full textGarth, John Stuart. "Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1857.
Full textSpathelf, Christian Alexander. "Assessment of the behaviour factor for the seismic design of reinforced concrete structural walls according to SANS 10160 : part 4." Thesis, Link to the online version, 2008. http://hdl.handle.net/10019/2039.
Full textMcLeod, Christina Helen. "Investigation into cracking in reinforced concrete water-retaining structures." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80207.
Full textDurability and impermeability in a water-retaining structure are of prime importance if the structure is to fulfill its function over its design life. In addition, serviceability cracking tends to govern the design of water retaining structures. This research concentrates on load-induced cracking specifically that due to pure bending and to direct tension in South African reinforced concrete water retaining structures (WRS). As a South African design code for WRS does not exist at present, South African designers tend to use the British codes in the design of reinforced concrete water-retaining structures. However, with the release of the Eurocodes, the British codes have been withdrawn, creating the need for a South African code of practice for water-retaining structures. In updating the South African structural design codes, there is a move towards adopting the Eurocodes so that the South African design codes are compatible with their Eurocode counterparts. The Eurocode crack model to EN1992 (2004) was examined and compared to the corresponding British standard, BS8007 (1989). A reliability study was undertaken as the performance of the EN1992 crack model applied to South African conditions is not known. The issues of the influence of the crack width limit and model uncertainty were identified as being of importance in the reliability crack model.
Le, Roux Rudolf Cornelis. "Assessment of seismic drift of structural walls designed according to SANS 10160 - Part 4." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5282.
Full textENGLISH ABSTRACT: Reinforced concrete structures, designed according to proper capacity design guidelines, can deform inelastically without loss of strength. Therefore, such structures need not be designed for full elastic seismic demand, but could be designed for a reduced demand. In codified design procedures this reduced demand is obtained by dividing the full elastic seismic demand by a code-defined behaviour factor. There is however not any consensus in the international community regarding the appropriate value to be assigned to the behaviour factor. This is evident in the wide range of behaviour factor values specified by international design codes. The purpose of this study is to assess the seismic drift of reinforced concrete structural walls in order to evaluate the current value of the behaviour factor prescribed by SANS 10160-4 (2009). This is done by comparing displacement demand to displacement capacity for a series of structural walls. Displacement demand is calculated according to equivalency principles (equal displacement principle and equal energy principle) and verified by means of a series of inelastic time history analyses (ITHA). In the application of the equivalency rules the fundamental periods of the structural walls were based on cracked sectional stiffness from moment-curvature analyses. Displacement capacity is defined by seismic design codes in terms of inter storey drift limits, with the purpose of preventing non-structural damage in building structures. In this study both the displacement demand and displacement capacity were converted to ductility to enable comparison. The first step in seismic force-based design is the estimation of the fundamental period of the structure. The influence of this first crucial step is investigated in this study by considering two period estimation methods. Firstly, the fundamental period may be calculated from an equation provided by the design code which depends on the height of the building. This equation is known to overestimate acceleration demand, and underestimate displacement demand. The second period estimation method involves an iterative procedure where the stiffness of the structure is based on the cracked sectional stiffness obtained from moment-curvature analysis. This method provides a more realistic estimate of the fundamental period of structures, but due to its iterative nature it is not often applied in design practice. It was found that, regardless of the design method, the current behaviour factor value prescribed in SANS 10160-4 (2010) is adequate to ensure that inter storey drift of structural walls would not exceed code-defined drift limits. Negligible difference between the equivalency principles and ITHA was observed.
AFRIKAANSE OPSOMMING: Gewapende beton strukture wat ontwerp is volgens goeie kapasiteitsontwerp-riglyne kan plasties vervorm sonder verlies aan sterkte. Gevolglik hoef hierdie strukture nie vir die volle elastiese seismiese aanvraag ontwerp te word nie, maar kan vir 'n verminderde aanvraag ontwerp word. In gekodifiseerde ontwerpriglyne word so 'n verminderde aanvraag verkry deur die volle elastiese aanvraag te deel deur 'n kode-gedefinieerde gedragsfaktor. Wat egter duidelik blyk uit die wye reeks van gedragsfaktor waardes in internasionale ontwerp kodes, is dat daar geen konsensus bestaan in die internasionale gemeenskap met betrekking tot die geskikte waarde van die gedragsfaktor nie. Die doel van hierdie studie is om seismiese verplasing van gewapende beton skuifmure te evalueer ten einde die waarde van die gedragsfaktor wat tans deur SANS 10160-4 (2009) voorgeskryf word te assesseer. Dit word gedoen deur verplasingsaanvraag te vergelyk met verplasingskapasiteit. In hierdie studie word verplasingsaanvraag bereken deur middel van gelykheidsbeginsels (gelyke verplasingsbeginsel en gelyke energiebeginsel) en bevestig deur middel van nie-elastiese tydsgeskiedenis analises (NTGA). Die effek van versagting as gevolg van nie-elastiese gedrag word in aanmerking geneem in die toepassing van die gelykheidsbeginsels. Verplasingskapasiteit word deur seismiese ontwerpkodes gedefinieer deur perke te stel op die relatiewe laterale beweging tussen verdiepings, met die doel om nie-strukturele skade te verhoed. Om verplasingsaanvraag en -kapasiteit te vergelyk in hierdie studie, word beide omgeskakel na verplasingsduktiliteit. Die eerste stap in kraggebaseerde seismiese ontwerp is om die fundamentele periode te beraam. Die invloed van hierdie eerste kritiese stap word in hierdie studie aangespreek deur twee periodeberamingsmetodes te ondersoek. Eerstens kan die fundamentele periode bereken word deur 'n vergelyking wat 'n funksie is van die hoogte van die gebou. Dit is egter algemeen bekend dat hierdie vergelyking versnellingsaanvraag oorskat en verplasingsaanvraag onderskat. Die tweede metode behels 'n iteratiewe prosedure waar die styfheid van die struktuur gebaseer word op die gekraakte snit eienskappe, verkry vanaf 'n moment-krommingsanalise. 'n Beter beraming van die fundamentele periode word verkry deur hierdie metode, maar as gevolg van die iteratiewe aard van die metode word dit selde toegepas in ontwerppraktyk. Die resultate van hierdie studie toon dat die huidige waarde van die gedragfaktor soos voorgeskryf in SANS 10160-4 (2010) geskik is om te verseker dat die relatiewe laterale beweging tussen verdiepings binne kode-gedefinieerde perke sal bly. Onbeduidende verskil is waargeneem tussen die resultate van gelykheidsbeginsels en NTGA.
Van, der Merwe Johann Eduard. "Rocking shear wall foundations in regions of moderate seismicity." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1957.
Full textENGLISH ABSTRACT: In regions of moderate seismicity it has been shown that a suitable structural system is created when designing the shear wall with a plastic hinge zone at the lower part of the wall, with the shear walls resisting lateral loads and all other structural elements designed to resist gravity loads. A suitably stiff foundation is required for the assumption of plastic hinge zones to hold true. This foundation should have limited rotation and should remain elastic when lateral loads are applied to the structure. Ensuring a foundation with a greater capacity than the shear wall results in excessively large shear wall foundations being required in areas of moderate seismicity for buildings with no basement level. This study aims to investigate the feasibility of reducing the size of shear wall foundations in areas of moderate seismicity for buildings with no basement level. The investigation is aimed at allowing shear wall foundation rocking and taking into account the contribution of structural frames to the lateral stiffness of the structure. An example building was chosen to investigate this possibility. Firstly, lateral force-displacement capacities were determined for a shear wall and an internal reinforced concrete frame of this investigated building. Nonlinear momentrotation behaviour was determined for the wall foundation size that would traditionally be required as well as for six other smaller foundations. The above capacity curves against lateral loads were then used to compile a simplified model of the structural systems assumed to contribute to the lateral stiffness of the building. This simplified model therefore combined the effect of the shear wall, internal frame and wall foundation. Nonlinear time-history analyses were performed on this simplified model to investigate the dynamic response of the structure with different wall foundation sizes. By assessing response results on a global and local scale, it was observed that significantly smaller shear wall foundations are possible when allowing foundation rocking and taking into account the contribution of other structural elements to the lateral stiffness of the building.
AFRIKAANSE OPSOMMING: Daar is reeds getoon dat ʼn voldoende strukturele sisteem verkry word in gebiede van gematigde seismiese risiko indien ʼn skuifmuur ontwerp word met ʼn plastiese skarnier sone naby die ondersteuning van die muur. Skuifmure word dan ontwerp om weerstand te bied teen laterale kragte met alle ander strukturele elemente ontwerp om gravitasie kragte te weerstaan. Vir die aanname van plastiese skarnier sones om geldig te wees word ʼn fondasie met voldoende styfheid benodig. Só ʼn fondasie moet beperkte rotasie toelaat en moet elasties bly wanneer laterale kragte aan die struktuur aangewend word. ʼn Fondasie met ʼn groter kapasiteit as dié van die skuifmuur lei daartoe dat uitermate groot fondasies benodig word in gebiede van gematigde seismiese risiko vir geboue met geen kelder vlak. Hierdie studie is daarop gemik om die moontlikheid van kleiner skuifmuur fondasies te ondersoek vir geboue met geen kelder vlak in gebiede van gematigde seismiese risiko. Die ondersoek het ten doel om skuifmuur fondasie wieg aksie toe te laat en die bydrae van strukturele rame tot die laterale styfheid van die struktuur in ag te neem. Eerstens is die laterale krag-verplasing kapasiteit van ʼn skuifmuur en ʼn interne gewapende beton raam van die gekose gebou bepaal. Nie-lineêre moment-rotasie gedrag is bepaal vir die skuifmuur fondasie grootte wat tradisioneel benodig sou word asook vir ses ander kleiner fondasie grotes. Die bogenoemde kapasiteit kurwes is gebruik om ʼn vereenvoudigde model van die strukturele sisteme wat aanvaar word om laterale styfheid tot die gebou te verleen, op te stel. Hierdie vereenvoudigde model kombineer gevolglik die effek van die skuifmuur, interne raam en skuifmuur fondasie. Nie-lineêre tydgeskiedenis analises is uitgevoer op die vereenvoudigde model ten einde die dinamiese reaksie van die struktuur te ondersoek vir verskillende fondasie grotes. Resultate is beoordeel op ʼn globale en lokale vlak. Daar is waargeneem dat aansienlik kleiner skuifmuur fondasies moontlik is deur wieg aksie van die fondasie toe te laat en die bydrae van ander strukturele elemente tot die laterale styfheid van die gebou in ag te neem.
Yuksel, Bahadir S. "Experimental Investigation Of The Seismic Behavior Of Panel Buildings." Phd thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/2/1070309/index.pdf.
Full textzce provinces in Turkey with magnitudes (Mw) 7.4 and 7.1, respectively. These catastrophes caused substantial structural damage, casualties and loss of lives. In the aftermath of these destructive earthquakes, neither demolished nor damaged shear-wall dominant buildings constructed by tunnel form techniques were reported. In spite of their high resistance to earthquake excitations, current seismic code provisions including the Uniform Building Code and the Turkish Seismic Code present limited information for their design criteria. This study presents experimental investigation of the panel unit having H-geometry. To investigate the seismic behavior of panel buildings, two prototype test specimens which have H wall design were tested at the Structural Mechanics Laboratory at METU. The experimental work involves the testing of two four-story, 1/5-scale reinforced concrete panel form building test specimens under lateral reversed loading, simulating the seismic forces and free vibration tests. Free vibration tests before and after cracking were done to assess the differences between the dynamic properties of uncracked and cracked test specimens. A moment-curvature program named Waller2002 for shear walls is developed to include the effects of steel strain hardening, confinement of concrete and tension strength of concrete. The moment-curvature relationships of panel form test specimens showed that walls with very low longitudinal steel ratios exhibit a brittle flexural failure with very little energy absorption. Shear walls of panel form test specimens have a reinforcement ratio of 0.0015 in the longitudinal and vertical directions. Under gradually increasing reversed lateral loading, the test specimens reached ultimate strength, as soon as the concrete cracked, followed by yielding and then rupturing of the longitudinal steel. The displacement ductility of the panel form test specimens was found to be very low. Thus, the occurrence of rupture of the longitudinal steel, as also observed in analytical studies, has been experimentally verified. Strength, stiffness, energy dissipation and story drifts of the test specimens were examined by evaluating the test results.
Pilakoutas, Kypros. "Earthquake resistant design of reinforced concrete walls." Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/7215.
Full textBooks on the topic "Concrete walls Design and construction"
Roller, John J. Design criteria for insulating concrete form wall systems. [Skokie, Ill.]: Portland Cement Association, 1996.
Find full textMasonry walls: Specification and design. Boston: Butterworth-Heinemann, 1996.
Find full textShaw, G. Design of concrete masonry diaphragm walls: Report of a Concrete Society Working Party. London: Concrete Society, 1985.
Find full textEllis, Reed Maxwell. Behavior and design of reinforced concrete ice-resisting walls. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1988.
Find full textMalhotra, Ashok. Brick veneer concrete masonry unit backing. Ottawa: Canada Mortgage and Housing Corporation, 1997.
Find full textSlurry walls as structural systems. 2nd ed. New York: McGraw-Hill, 1994.
Find full textEl-Tawil, Sherif. Recommendations for seismic design of hybrid coupled wall systems. Reston, Va: SEI/America Society of Civil Engineers, 2010.
Find full textFarrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.
Find full textFarrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.
Find full textFarrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.
Find full textBook chapters on the topic "Concrete walls Design and construction"
Soutsos, Marios, and Peter Domone. "Concrete mix design." In Construction Materials, 249–58. Fifth edition. | Boca Raton : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.1201/9781315164595-25.
Full textMosley, W. H., J. H. Bungey, and R. Hulse. "Composite construction." In Reinforced Concrete Design, 350–73. London: Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_13.
Full textSurahyo, Akhtar. "Errors in Design and Detailing." In Concrete Construction, 273–85. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_12.
Full textMosley, W. H., J. H. Bungey, and R. Hulse. "Water-retaining structures and retaining walls." In Reinforced Concrete Design, 274–304. London: Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_11.
Full textMosley, W. H., and J. H. Bungey. "Water-retaining Structures and Retaining Walls." In Reinforced Concrete Design, 296–328. London: Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3_11.
Full textMosley, W. H., and J. H. Bungey. "Water-retaining Structures and Retaining Walls." In Reinforced Concrete Design, 296–326. London: Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3_11.
Full textMosley, W. H., and J. H. Bungey. "Water-retaining Structures and Retaining Walls." In Reinforced Concrete Design, 296–328. London: Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0_11.
Full textChalisgaonkar, Rajendra. "Charts for Concrete Breast Walls." In Design of Breast Walls, 161–270. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003162995-6.
Full textWatts, Andrew. "Masonry cavity walls: Stone and concrete block." In Modern Construction Envelopes, 210–19. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_20.
Full textWatts, Andrew. "Masonry loadbearing walls: Brick, stone and concrete block." In Modern Construction Envelopes, 190–99. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_18.
Full textConference papers on the topic "Concrete walls Design and construction"
"Repair of High-Strength Concrete Walls Using Low-Pressure Spray-Up Techniques." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/5836.
Full textSabau, Cristian, Cosmin Popescu, Gabriel Sas, Thomas Blanksvärd, and Björn Täljsten. "Monitoring structural behavior of reinforced concrete walls with openings using digital image correlation." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1808.
Full textIsmail, Mohamed A., and Caitlin T. Mueller. "Low-Carbon Concrete Construction: The Past, Present, and Future of Concrete Design in India." In 2020 ACSA Fall Conference. ACSA Press, 2020. http://dx.doi.org/10.35483/acsa.aia.fallintercarbon.20.23.
Full text"Capacity Evaluation of Repaired Structural Walls Having Special Detailing for Moderate Seismic Zone." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/9962.
Full textLow, Hin Foo, Sih Ying Kong, and Daniel Kong. "A Review on Prestressed Transfer Plate Analysis and Design." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.1037.
Full textHarries, Kent A., Bahram M. Shahrooz, Paul Brienen, Patrick J. Fortney, and Gian A. Rassati. "Performance-Based Design of Coupled Wall Systems." In Fifth International Conference on Composite Construction in Steel and Concrete. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)64.
Full textHronek, John W. "Innovative Design Solutions Speed Construction of Commuter Rail Corridor." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36157.
Full textNematollahi, Behzad, Yen Lei Voo, and Jay Sanjayan. "Design and Construction of Precast Ultra-High Performance Concrete Cantilever Retaining Wall." In First International Interactive Symposium on UHPC. Ames, Iowa, USA: Iowa State University, 2016. http://dx.doi.org/10.21838/uhpc.2016.48.
Full textAbukhodair, Bassam M., Joe Litman, and Jay Bergman. "Concrete Containment Wall vs. Earthen Containment Dikes." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64042.
Full textPendleton, Ian. "NHNY Via Verde – A New Design Standard For Affordable Housing." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0271.
Full textReports on the topic "Concrete walls Design and construction"
Allen, Michael, and Yahya C. Kurama. "Design of Rectangular Openings in Unbonded Post-Tensioned Precast Concrete Walls". Precast/Prestressed Concrete Institute, 2001. http://dx.doi.org/10.15554/pci.rr.seis-015.
Full textKurama, Y., R. Sause, S. Pessiki, L. W. Lu, and M. EI-Sheikh. PRESSS Seismic Design and Response Evaluation of Unbonded Post-Tensioned Precast Concrete Walls. Precast/Prestressed Concrete Institute, 1999. http://dx.doi.org/10.15554/pci.rr.seis-017.
Full textGuo, Yan-Lin, Xiao Yang, Peng Zhou, Jing-Shen Zhu, and Meng-Zheng Wang. DESIGN METHOD OF WALL PANEL STABILITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS UNDER AXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.124.
Full textPerez, Felipe de Jesus. Lateral Load Behavior and Design of Unbonded Post-tensioned Precast Concrete Walls with Ductile Vertical Joint Connectors. Precast/Prestressed Concrete Institute, 1998. http://dx.doi.org/10.15554/pci.rr.seis-018.
Full textAgrawal, Shubham, Morgan Broberg, and Amit Varma. Seismic Design Coefficients for SpeedCore or Composit Plate shear Walls - Concrete Filled (C-PSW/CF) Final Project Report. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317125.
Full textGrasty, R. L., and Y. B. Blanchard. The design, construction, and application of concrete models for calibrating borehole gamma-ray spectrometers. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1993. http://dx.doi.org/10.4095/193320.
Full textLaNier, M. W. LWST Phase I Project Conceptual Design Study: Evaluation of Design and Construction Approaches for Economical Hybrid Steel/Concrete Wind Turbine Towers; June 28, 2002 -- July 31, 2004. Office of Scientific and Technical Information (OSTI), January 2005. http://dx.doi.org/10.2172/15011444.
Full textNema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, December 2020. http://dx.doi.org/10.55461/zisp3722.
Full textHuang, Cihang, Yen-Fang Su, and Na Lu. Self-Healing Cementitious Composites (SHCC) with Ultrahigh Ductility for Pavement and Bridge Construction. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317403.
Full textDeSantis, John, and Jeffery Roesler. Performance Evaluation of Stabilized Support Layers for Concrete Pavements. Illinois Center for Transportation, February 2022. http://dx.doi.org/10.36501/0197-9191/22-003.
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