Moment-resisting beam-to-column timber connections with inclined threaded rods: Structural concept and analysis by use of the component method

Autor: Haris Stamatopoulos, Kjell Arne Malo, Aivars Vilguts

Publikováno v: Construction and Building Materials

The use of moment-resisting frames with semi-rigid connections as a lateral load-carrying system in timber buildings can reduce the need for bracing with diagonal members or walls and allow for more open and flexible architecture. The overall perform

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8fe4e152e90012615a5434e42a26b302
https://hdl.handle.net/11250/2978880

Parametric analyses and feasibility study of moment-resisting timber frames under service load

Autor: Aivars Vilguts, Haris Stamatopoulos, Kjell Arne Malo

Publikováno v: Engineering Structures. 228:111583

Over the last decades, the increasing urbanization and environmental challenges have created a demand for mid-rise and high-rise timber buildings in modern cities. The major challenge for mid-rise and high-rise timber buildings typically is the fulfi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d25829764e2acafb81d61eec9d406a97
https://doi.org/10.1016/j.engstruct.2020.111583

Design Methods of Elements from Cross-laminated Timber Subjected to Flexure

Autor: Aivars Vilguts, Leonids Pakrastins, Dmitrijs Serdjuks

Publikováno v: Procedia Engineering. 117:10-19

Design methods of cross-laminated timber elements subjected to bending is considered. The methods are based on LVS EN 1995–1–1. The presented methods were checked by the experiment and analytically. Two cross-laminated timber plates with the tota

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f574bd7b8b8c3bd9ec2647068bbb6354

Analysis of perforated web girder load bearing capacity

Autor: Vadims Goremikins, Aivars Vilguts, Leonids Pakrastins, Dmitrijs Serdjuks

Publikováno v: The International Scientific Conference „Innovative Materials, Structures and Technologies"; 2014: Proceedings of the International Conference „Innovative Materials, Structures and Technologies”; 198-202

A steel beam with perforated steel web is a type of flexural members, which is characterized by the decreased materials consumption. Existence of holes in the web enables to simplify placement of communications on the other hand. The using of beams w

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88624f4263f1efa7068d253d8c8be161
https://journals.rtu.lv/index.php/IMST/article/view/iscconstrs.2014.33

Competitiveness of Timber Floor Elements: An Assessment of Structural Properties, Production, Costs, and Carbon Emissions.

Autor: Nesheim, Sveinung sveinung.nesheim@ntnu.no, Malo, Kjell Arne kjell.malo@ntnu.no, Labonnote, Nathalie nathalie.labonnote@sintef.no

Publikováno v: Forest Products Journal. 2021, Vol. 71 Issue 2, p111-123. 13p. 7 Color Photographs, 6 Charts.