Results 111 to 120 of about 4,576,853 (213)

Seismic Performance and Vibration‐Based Damage Identification of Two‐Storey Balloon‐Framed CLT Shear Walls

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 12, Page 3052-3073, 10 October 2026.
ABSTRACT While cross‐laminated timber (CLT) is increasingly utilized in lateral force‐resisting systems in mass timber construction, research has predominantly focused on platform‐type construction. Balloon‐type CLT shear wall systems offer distinct structural advantages, notably the elimination of cumulative perpendicular‐to‐grain compression and a ...
Samira Mohammadyzadeh, Houman Ganjali, Jianhui Zhou, Thomas Tannert   +3 more
wiley   +1 more source

Improved Design of Self-tapping Screw (STS) for Korean Larch and Red Pine Cross Laminated Timber (CLT)

BioResources
In this study, the finite element method (FEM) was used to determine the effect of the optimal angle of the thread and double thread application among self-tapping screw (STS) design information on the improvement of the withdrawal capacity of the ...
In-Hwan Lee, Sang-min Lee, Keon-Ho Kim
doaj   +2 more sources

Bearing capacity of lightweight steel concrete enclosure wall panels

Magazine of Civil Engineering
The object of this study is lightweight steel concrete enclosure wall panels consisting of light gauge steal profiles and foam lightweight cellular concrete filling in general and, in particular, their fastenings.
Rybakov Vladimir, Usanova Kseniia, Seliverstov Anatoly, Kislitcyna Alexandra, Tsvetkova Anna, Akimov Stanislav   +5 more
doaj   +1 more source

Screw removal torque data

, 2019
This is an excel sheet with the peak removal torque values for each screw position in the plate. The peak removal torque values are divided between the non-self-tapping (NST) screws and self-tapping (ST) screws.
Roush, James, Grzeskowiak, Remigiusz M., Biris, Alexandru S., Taylor, Elizabeth, Wheeler, Carrie, Lillich, James, Anderson, David E.   +6 more
core   +1 more source

Embedment and withdrawal stiffness predictions of self-tapping screws in timber

, 2022
In the construction of modern multi-storey mass timber structures, self-tapping screws are the preferred fasteners. In order the maximize the strength and stiffness of self-tapping screw connections, the screws are often inserted into timber members at ...
Khan, R., Mirdad, M.A.H., Chui, Y.H., Jucutan, A., Niederwestberg, J.   +4 more
core  

Self-tapping screws as reinforcement for timber structures

, 2009
Modern self-tapping and continuously-threaded woodscrews enable new methods for strengthening and joining timber and glulam construction elements. As these screws have a high axial strength and an excellent continuous bond to the wood they can be used similar to steel reinforcement in concrete construction.
TRAUTZ, Martin, KOJ, Christoph
openaire   +1 more source

Disassembly analysis of self-tapping screws for sheet metal joints

Self-tapping screws are essential components in the assembly of sheet metal for mechanical products. These screws, thanks to their ability to create secure and durable joints with minimal preparation, are commonly used in many industries such as consumer
Marconi M., Favi C., Marconi, Marco, Favi, Claudio, Lemme, Benedetta, Lemme B.   +5 more
core   +1 more source

Influence of screw angle and position on the extraction dynamics of Cross-Laminated Timber: an empirical analysis and comparative modeling study

Journal of Asian Architecture and Building Engineering
The design of dowel-type fastener connections is crucial for the structural integrity of Cross-Laminated Timber (CLT) systems, with individual fastener anchorage capacity as a key factor. This study investigates the withdrawal performance of Self-Tapping
Jia Lei, Xinran Li, Xinmeng Wang, Feibin Wang, Shuo Wang, Xin An, Meng Gong, Zeli Que   +7 more
doaj   +1 more source

Low cycle ductility of self-tapping screws

, 2022
Steilner, Michael, Kunkel, Henning, Sandhaas, Carmen   +2 more
openaire   +2 more sources

BOLTED TIMBER JOINTS WITH SELF-TAPPING SCREWS

Revista EIA, 2007
The use of self-tapping screws with continuous threads in the joint area as a reinforcement to avoid splitting of timber members is studied. A theoretical model is developed to calculate the stress distribution around a pin-loaded hole in a timber joint, to predict brittle failure modes in bolted connections and to calculate the load in the reinforcing
openaire   +2 more sources