Results 31 to 40 of about 3,395 (206)

Influence of sheet/purlin fasteners spacing on shear flexibility of the diaphragm

open access: yesMATEC Web of Conferences, 2018
The paper presents the influence of sheet/purlin fasteners location (in reference to trapezoidal profile cross section) on shear flexibility of the cladding acting as a diaphragm. Analytical procedures were presented and their limitations were discussed.
Korcz-Konkol Natalia   +1 more
doaj   +1 more source

Calculation of precast monolithic slab with flexible connections [PDF]

open access: yesE3S Web of Conferences
The paper presents a method of calculating a precast-monolithic slab of new construction with flexible ties. The relevance of the problem lies in the development of a new design of precast-monolithic reinforced concrete slab, which leads to a reduction ...
Baktygulov Kadanbai   +2 more
doaj   +1 more source

Effect of stressed skin action on the behaviour of cold-formed steel portal frames [PDF]

open access: yes, 2015
This paper describes a series of six full-scale laboratory tests conducted on cold-formed steel portal frame buildings in order to investigate the effects of joint flexibility and stressed skin diaphragm action.
Lawson, R. M.   +4 more
core   +1 more source

Adding value and meaning to coheating tests [PDF]

open access: yes, 2014
Purpose: The coheating test is the standard method of measuring the heat loss coefficient of a building, but to be useful the test requires careful and thoughtful execution.
Brooke-Peat, M   +5 more
core   +3 more sources

Fourier Series Approach for the Vibration of Euler–Bernoulli Beam under Moving Distributed Force: Application to Train Gust

open access: yesShock and Vibration, 2019
The dynamic response of an Euler–Bernoulli beam under moving distributed force is studied. By decomposing the distributed force into Fourier series and extending them to semi-infinite sine waves, the complex procedure for solving this problem is ...
Shupeng Wang   +4 more
doaj   +1 more source

3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab [PDF]

open access: yes, 2017
For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Complexity of a static solution is given mainly by selection of a computational model, effects of physical ...
Labudková, Jana, Čajka, Radim
core   +1 more source

Potential drivers of fast growth in Paulownia

open access: yesPLANTS, PEOPLE, PLANET, Volume 8, Issue 2, Page 516-529, March 2026.
Trees in the genus Paulownia play a crucial role in sustainable forestry, rural economic development, and carbon mitigation due to their rapid growth, exceptional hardwood properties, and prominent carbon sequestration capacity. This review highlights the societal value of Paulownia trees and synthesizes several potential drivers of extraordinarily ...
Yang Zhao, Marjorie R. Lundgren
wiley   +1 more source

Applications of Taguchi Methods in Prestressed Concrete Structures [PDF]

open access: yes预应力技术
Prestressed concrete (PSC) structures are fundamental to bridges, buildings, and other critical infrastructure, requiring design approaches that balance mechanical performance, durability, and cost throughout the service life. Because PSC systems involve
Jose Antonio Lozano-Galant   +4 more
doaj   +1 more source

STRUCTURAL FIRE BEHAVIOUR OF Z PURLINS

open access: yesApplications of Structural Fire Engineering, 2016
Cold-formed sections are very common and efficient as secondary load-caring structural members. But the current European design standard EN 1993-1-2 sets the limiting temperature for the Class 4 sections to 350°C which is generallyvery conservative approach.This paper is focused on the thin-walled profilebehaviourin case offire.
Ivo Schwarz   +2 more
openaire   +2 more sources

Failure of roof structure due to wind load [PDF]

open access: yes, 2008
There are reported roof failure due to uplifting of the roof structures or roof sheeting during rainstorm has been causing damages to the buildings. Generally, failure occurred at the two points, either at the roof truss’s sheeting or at the truss to ...
Lee, Sid Hwa
core  

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