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Timber Portal Frames vs Timber Truss-Based Systems for Residential Buildings

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TLDR
From the comparison of the truss and portal designs, the use of timber portal frames over timber truss systems proved to have advantage in relation to overall cost and man power involved.
Abstract
A large number of structures have been built during or after the construction of a house or residential-zoned building, which are not built at the same time and/or integrally with the structural integrity of the residential dwelling. These include carports, pergolas, sheds, and barns. The typical method of constructing these structures is a general timber truss and column system. The aim of this study is to look at the feasibility and economic incentive that may be gained from using a timber portal frame system, similar to the steel or timber portal frames used for larger industrial constructions, over the traditional timber truss and column arrangement. In this study, designs for three cases of timber truss and timber portals were carried out using industry appropriate methods and standards. Using the design information and data gathered through talks with industry professionals, both methods of construction were compared on cost and overall time duration. From the comparison of the truss and portal designs, the use of timber portal frames over timber truss systems proved to have advantage in relation to overall cost and man power involved. This could certainly affect the current attitude towards the construction of small residential buildings in the future.

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Impact of structural pounding on structural behaviour of adjacent buildings considering dynamic soil-structure interaction

TL;DR: In this paper, a comprehensive review and comparison of the past and present studies with and without soil-structure interaction effect was conducted to show the significance of SSI on structural pounding and hence the need for a new seismic design approach by considering the detrimental influences of soil structure interaction on structures, in particular on adjacent buildings at proximity of each other.
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Wood vs. brick: Impact on investment costs of houses

TL;DR: In this paper , the authors investigated whether the investment costs of wood-based houses are lower than those of brick-based ones, with an emphasis on the construction systems commonly used in the Czech Republic.
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Deflection analysis of welded steel I‐girders with corrugated webs based on first yield

TL;DR: In this article , the authors compared the results in theoretical calculations and numerical simulations to conclude that the highly defined equations by ASTM [37] and Sause et al. [38] could precisely estimate the maximum deflection of corrugated web beams based on the first yield in conjunction with requirements and limitations in Australian standards, which could be adequate for the structural design calculations in Australian design fields.
References
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Journal ArticleDOI

Seismic Performance of Full-Scale Post-Tensioned Timber Beam-Column Connections

TL;DR: In this paper, the results of an investigation into the seismic response of full-scale timber beam-column joints, subjected to extensive experimental study and numerical modelling, performed as part of a larger research program on timber structures at the University of Canterbury, New Zealand, were summarized.
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Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction

TL;DR: In this paper, the accuracy and reliability of fully nonlinear method against equivalent linear method for dynamic analysis of soil-structure interaction is investigated comparing the predicted results of both numerical procedures with the results of experimental shaking table tests.
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Detail design, building and commissioning of tall building structural models for experimental shaking table tests

TL;DR: In this article, a comprehensive procedure for designing, building and commissioning of scale tall building structural models has been developed and presented for practical applications in shaking table test programmes, which can replicate the behavior of real tall buildings with acceptable accuracy.
Journal ArticleDOI

A simplified method to determine shear stiffness of thin walled cold formed steel storage rack frames

TL;DR: In this paper, a simplified modeling approach for 2D elastic analysis of braced frames was proposed, aimed at practical applications to account for the flexibility in bolted connections and leads to better approximation of the shear stiffness.
Journal ArticleDOI

Development of wooden portal frame structures with improved columns

TL;DR: In this article, two types of wooden portal frame structures are proposed, which have improved vertical columns with short horizontal members glued in, and the aim of this study was to investigate structurally effective solutions with these types of columns.
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