Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Julie Bregulla"'
Autor:
Paul Mayencourt, Julie Bregulla, Aurimas Bukauskas, Caitlin Mueller, Bhavna Sharma, Peter Walker, Paul Shepherd
Publikováno v:
Other repository
Bukauskas, A, Mayencourt, P, Shepherd, P, Sharma, B, Mueller, C, Walker, P & Bregula, J 2019, ' Whole Timber Construction: A State of the Art Review ', Construction and Building Materials, vol. 213, pp. 748-769 . https://doi.org/10.1016/j.conbuildmat.2019.03.043
Bukauskas, A, Mayencourt, P, Shepherd, P, Sharma, B, Mueller, C, Walker, P & Bregula, J 2019, ' Whole Timber Construction: A State of the Art Review ', Construction and Building Materials, vol. 213, pp. 748-769 . https://doi.org/10.1016/j.conbuildmat.2019.03.043
© 2019 Elsevier Ltd Forests worldwide are overstocked with small-diameter trees, putting them at increased risk of disease, insect attack, and destructive high-intensity wildfires. This overstocking is caused primarily by the low market value of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a736218ab5f4a178b4bb8744e8ffb91
https://hdl.handle.net/1721.1/135173
https://hdl.handle.net/1721.1/135173
Publikováno v:
Proceedings of the Institution of Civil Engineers - Civil Engineering. 168:3-10
The construction of the Leadenhall Building in London, UK has presented many challenges to the project team due to its distinct geometry and constrained city centre site. Conventional construction techniques would have resulted in a slow build progra
Autor:
Julie Bregulla, Michael H. Ramage, Robert M. Foster, Wen-Shao Chang, Richard Harris, Thomas Reynolds
Publikováno v:
Reynolds, T, Foster, R, Bregulla, J, Chang, W-S, Harris, R & Ramage, M 2017, ' Lateral Load Resistance of Cross-laminated Timber Shear Walls ', Journal of Structural Engineering, vol. 143, no. 12 . https://doi.org/10.1061/(ASCE)ST.1943-541X.0001912
© 2017 American Society of Civil Engineers. Cross-laminated timber shear wall systems are used as a lateral load resisting system in multistory timber buildings. Walls at each level typically bear directly on the floor panels below and are connected
Autor:
Kevin Paine, Jonathan Skinner, Carlos Martins, Peter Walker, Alfredo M. P. G. Dias, Julie Bregulla, Richard Harris
Publikováno v:
Skinner, J, Martins, C, Bregula, J, Harris, R, Paine, K A, Walker, P J & Dias, A 2014, ' Concrete upgrade to improve the vibration response of timber floors ', Proceedings of the Institution of Civil Engineers: Structures and Buildings, vol. 167, no. 9, 1300057, pp. 559-568 . https://doi.org/10.1680/stbu.13.00057
Timber floors suffering from poor serviceability performance can be upgraded with a concrete topping to form a timber–concrete composite. The upgrade stiffens the floor, reducing the perception of a vibration response to dynamic excitation. Despite
Publikováno v:
Composites Part B: Engineering. 60:546-554
This paper presents research pertaining to the fire performance of natural fibre reinforced polymer composites (NFRP). Hemp fibre has been selected as representative of natural fibres used for reinforcement in NFRPs. The fire performance has been exa
Publikováno v:
Advanced Materials Research. 778:673-681
Timber floors can be refurbished by connecting a concrete topping to the timber joists; stiffening the floor and reducing serviceability problems, including vibration. Research to date has focused on upgrade solutions with relatively thick toppings (
Publikováno v:
Materials and Structures. 47:1891-1899
Timber floors with insufficient strength and stiffness can be upgraded by applying a concrete topping to form a composite structure. Conventional upgrades have a topping thickness of 40 mm or greater but recent research has proposed an alternative th
This chapter begins by describing the thermal decomposition of constituents (polymer and natural fibre reinforcement) of natural fibre composites (NFCs). It then investigates the fire performance of NFCs, including reaction to fire testing, heat tran
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39d7f83fd718352bef461c7b439eb81b
https://doi.org/10.1016/b978-0-08-100411-1.00014-5
https://doi.org/10.1016/b978-0-08-100411-1.00014-5
Publikováno v:
Composite Construction in Steel and Concrete VII.
Autor:
Julie Bregulla
Publikováno v:
Proceedings of the Institution of Civil Engineers - Forensic Engineering. 165:173-183
A construction failure during the building process or in service generally prompts an investigation of causes. In many cases responsibilities will need to be apportioned. This can involve cases in civil or criminal courts. The experimental assessment