Relevant bibliographies by topics / Tilt-up wall panels

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  2. Dissertations / Theses

Academic literature on the topic 'Tilt-up wall panels'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Tilt-up wall panels"

1

Bischoff, Peter H. "Service load deflection of tilt-up concrete wall panels." Canadian Journal of Civil Engineering 45, no. 8 (2018): 684–89. http://dx.doi.org/10.1139/cjce-2017-0319.

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The suitability of using CSA A23.3-14 to compute service load deflection of slender concrete wall panels is evaluated. Calculation of deflection using an effective moment of inertia with a reduced cracking moment is reviewed for beams, slabs, and tilt-up wall panels. While the procedure adopted by A23.3 for computing deflection works reasonably well for beams and slabs with reinforcing ratios as low as 0.4%, computed values do not correlate well with existing tests on slender walls and can underestimate deflection significantly. Deflection of slabs with very low reinforcement ratios (less than
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Yun, Hyun-Do, Hye-Ran Kim, and Won-Chang Choi. "Hysteretic Response of Tilt-Up Concrete Precast Walls with Embedded Steel Plate Connections." Sustainability 12, no. 19 (2020): 7907. http://dx.doi.org/10.3390/su12197907.

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Many connection systems are available that can transfer tension and shear loads from a precast concrete wall panel to a floor slab. However, due to the insufficient anchor depth in relatively thin precast concrete panels, it is difficult to attain adequate ductility and stiffness to ensure structural integrity. Based on the authors’ previous research results, the supplementary reinforcement of embedded steel plates in precast concrete wall panels can enhance stiffness while maintaining allowable displacement and ductility. In this study, three full-size tilt-up precast concrete panels with emb
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Fonseca, Fernando S., Sharon L. Wood, and Neil M. Hawkins. "Measured Response of Roof Diaphragms and Wall Panels in Tilt-Up Systems Subjected to Cyclic Loading." Earthquake Spectra 12, no. 4 (1996): 783–802. http://dx.doi.org/10.1193/1.1585910.

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An experimental program was developed to study the strength and deformation capacity of tilt-up structures with plywood roof diaphragms. Two models of tilt-up systems were constructed and tested in the laboratory. The structures were representative of one-story warehouse construction in the western U.S. The overall dimensions of the two test specimens were the same; however, the number and distribution of reinforced concrete wall panels were varied. Each specimen was subjected to a series of lateral load reversals. Two aspects of the measured response of the test specimens are discussed in thi
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Glass, J. "Wall panel renaissance: tilt-up concrete construction." Proceedings of the Institution of Civil Engineers - Structures and Buildings 140, no. 3 (2000): 277–89. http://dx.doi.org/10.1680/stbu.2000.140.3.277.

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Bischoff, Peter H. "Rational model for calculating deflection of reinforced concrete beams and slabs." Canadian Journal of Civil Engineering 34, no. 8 (2007): 992–1002. http://dx.doi.org/10.1139/l07-020.

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Deflection control is an important performance criterion that needs to be satisfied to ensure serviceability of the structure for its intended use. The extent of cracking and amount of reinforcement affects the flexural rigidity, EI, of a reinforced concrete member and both the Canadian concrete design standard (CSA A23.3-04) and ACI Building Code (ACI 318-05) use an effective moment of inertia, Ie, that was originally proposed by Branson to compute beam deflection. This is an empirically derived equation that works well within a narrow range of limits corresponding to steel-reinforced concret
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Pozo-Lora, Fray, and Marc Maguire. "Designing GFRP-Reinforced Tilt-up Wall Panels." UNL Digital Commons, September 1, 2021. http://dx.doi.org/10.32873/unl.dc.oth.011.

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Tilt-up construction was effectively enabled on a wide scale in 1979, when the ACI committee 551 report on Tilt-up construction was published, the Recommended Tilt-Up Wall Design, aka, the Yellow Book and the subsequent ACI-SEASC Task, aka the Green Book, and another Tilt-up design and construction manual developed by the ACI in 1988. The Tilt-up Concrete Association was created in 1986 by a group of industry professionals who had the need of an organization dedicated to the industry. ACI 551 maintains a document outlining the standard practice for contemporary Tilt-up design and construction.
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Grantham, Jesse A. "Forensic Engineering Investigations Of Welding Code Compliance." Journal of the National Academy of Forensic Engineers 24, no. 1 (2007). http://dx.doi.org/10.51501/jotnafe.v24i1.676.

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During Construction Of A Large Building With Tilt-Up Concrete Walls, The Final Reinforced Concrete Wall Panel Fell Over Unexpectedly. This Accident Caused The Death Of Laborers Working At Ground Level Beside The Panel, Outside The Building, The Forensic Engineering (Fe) Investigation Involved Assessments Concerning Negligence And Wrongful Death By The Actions Of The General Contractor And Related Sub-Contractors. Several Aspects Of The Fe Reviews Included The Following: Examination Of The Building Permit For Welding Code Compliance; Field Welding Inspection Reports By The Independent Testing A
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Dissertations / Theses on the topic "Tilt-up wall panels"

1

Abi-Nader, Guy Georges. "Erection stresses in reinforced concrete tilt-up wall panels." [Gainesville, Fla.] : University of Florida, 2009. http://purl.fcla.edu/fcla/etd/UFE0024991.

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McConnell, Sam. "Analysis of reinforced concrete tilt-up panels utilizing high-strength reinforcing bars." Thesis, Kansas State University, 2017. http://hdl.handle.net/2097/38223.

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Master of Science<br>Department of Architectural Engineering<br>Kimberly W. Kramer<br>Recent years have witnessed the advent of many innovative materials to the construction industry. These materials often offer benefits to the projects on which they are used, but only if they are utilized in the proper applications. Among these new materials is high-strength reinforcing steel for use in reinforced concrete structural elements. This material is not new from the perspective of chemical composition, but rather the applications that it is being selected for. The following paper details the ev
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Sandoval, Robee Ybañez. "Comparative analysis of single-wythe, non-composite double-wythe, and composite double-wythe tilt-up panels." Kansas State University, 2017. http://hdl.handle.net/2097/35460.

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Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly Waggle Kramer<br>Insulated precast concrete sandwich panels are commonly used for exterior cladding on a building. In recent years, insulated tilt-up concrete sandwich panels are being used for the exterior load-bearing walls on a building. The insulation is sandwiched between exterior and interior concrete layers to reduce the heating and cooling costs for the structure. The panels can be designed as composite, partially composite, or non-composite. The shear ties are used to achieve these va
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Schmitt, Daniel A. "The effects foundation options have on the design of load-bearing tilt-up concrete wall panels." Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/1429.

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Cook, Andrew. "Examining the effects of openings at the base of slender reinforced concrete (tilt-up) wall panels subjected to varying wind pressures." Kansas State University, 2011. http://hdl.handle.net/2097/13166.

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Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly Waggle Kramer<br>This report examines the effects of openings located at the base of reinforced concrete slender wall panels (tilt-up panels) designed in accordance with the American Concrete Institute (ACI) Committee 318-11 Building Code Requirements for Structural Concrete Section 14.8 Alternative Design of Slender Walls. The parametric study calculates the reinforcement (longitudinal) required for specific panels in accordance with ACI 318-11 Section 14.8 and compares the designs to a finite el
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6

Lim, Chim Chai. "Analysis, design, and construction of tilt-up wall panel." Thesis, Virginia Tech, 1987. http://hdl.handle.net/10919/45801.

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The idea of tilt-up construction started in America in the early I900’s. In the beginning, this technique was mainly used on structures such as industrial warehouses and factories. However, recent developments and improvements in tilt-up construction technique and accessories have enabled this building method to be applied to many architecturally appealing offices and residential structures. There are many details the design-build team must consider to ensure the success of a tilt-up project. The floor slab must be designed for panel casting and to withstand the loading of the mobile crane w
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