2011
DOI: 10.1016/j.engstruct.2010.11.031
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Shake table testing of a full-scale seven-story steel–wood apartment building

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Cited by 37 publications
(19 citation statements)
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“…The results showed the connections between wood and concrete had a significant influence on the lateral performance of the hybrid system. A full-scale six-story wood-frame apartment building was designed in accordance with the performance-based philosophy and was subjected to a series of earthquakes on the E-Defense shaking table within the NEESWood Project [2,3]. The building performed excellently with little damage, even following a maximum credible earthquake with a return period of 2500 years.…”
Section: Introductionmentioning
confidence: 99%
“…The results showed the connections between wood and concrete had a significant influence on the lateral performance of the hybrid system. A full-scale six-story wood-frame apartment building was designed in accordance with the performance-based philosophy and was subjected to a series of earthquakes on the E-Defense shaking table within the NEESWood Project [2,3]. The building performed excellently with little damage, even following a maximum credible earthquake with a return period of 2500 years.…”
Section: Introductionmentioning
confidence: 99%
“…Recent experimental studies [16][17][18][19] regarding seismic safety of wooden buildings have showed that these building can be built up to 7-storeys in earthquakeprone areas and that they perform very well under strong seismic shaking with maximum averaged inter-storey drifts in the order of 2% and suffer only minor non-structural damage. As can be seen in these studies, the failure modes of wooden structures are ductile with fastener bending and embedment.…”
Section: Numerical Modellingmentioning
confidence: 99%
“…Brittle failures of the wooden structural parts are prevented by the plasticization of metal connections, which is achieved by designing the corresponding members for the overstrength of the connections [20]. In general two different construction types of wooden multi-storey buildings are used: (i) light frame wood structures in combination with steel frame [16,18,19,21,22] and (ii) solid wood structures with massive cross laminated timber panels [17,20]. This paper deals with the seismic analysis of multi-storey crosslam buildings.…”
Section: Numerical Modellingmentioning
confidence: 99%
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“…Thus, in order to improve the lateral resistance of the post-and-beam structure, modern wall technologies are used in complement. Two technologies are considered: light-frame shear walls, which provide a reference of lateral-resistant wall with well-known performance [9][10][11], and Structural Insulation Panels (SIP) [1], which provide at the same time a lateral resistance and an increased thermal insulation. Moreover, the traditional woodwood connections of the post-and-beam structure are replaced with joints with metallic connectors in order to increase the ductility and energy dissipation of the structure, thereby providing a better safety through a less sudden and more visually noticeable failure.…”
Section: Introductionmentioning
confidence: 99%