Results 51 to 60 of about 102,598 (209)
Long term monitoring and field testing of an innovative multi-storey timber building [PDF]
, 2011 Peer ...
Kohli, Varun +4 more
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The Flexural Performance of Underground Combined Walls
BuildingsConnecting diaphragm walls as permanent components of underground spaces in relation to basement sidewalls is an effective method for enhancing structural stability, reducing structural footprint, and improving waterproofing performance.
Chunchao Chen, Shihai Chen
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Thin-wall composite sphere in finite shear deformation
International Journal of Solids and Structures, 2017 Abstract We examine the mechanical response of an incompressible thin-wall composite sphere (TWCS) within the framework of finite deformation elasticity. Specifically, we consider TWCSs with a neo-Hookean core phase and a stiffer or a softer shell subjected to simple shear displacement and traction boundary conditions.
Gidon Weil, Gal deBotton
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BuildingsIn order to enhance the energy-dissipation capacity and comprehensive seismic mechanical behavior of prefabricated steel–concrete-composite shear-wall structures, a new prefabricated composite energy-dissipation shear-wall system is proposed, which is ...
Liuhuo Wang +4 more
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Influence of Concrete Strength on the Cycle Performance of Composite Steel Plate Shear Walls
Diyala Journal of Engineering Sciences, 2018 The goal behind this research is to highlight on structural system using composite steel plate shear wall, this approach is widely used in many countries, due to its desired features.
Huda M. Najem, Amer M. Ibrahim
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Experimental Study on the Seismic Behavior of Squat SRC Shear Walls with High Axial Load Ratio
Buildings, 2022 This paper aims to study the seismic behavior of squat steel-reinforced concrete (SRC) shear walls with a high axial load ratio. Nine squat SRC shear walls with varying axial load ratios, steel ratios, and horizontal distributed reinforcement ratios were
Lei Zhang +3 more
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Reinforced composite masonry shear walls
, 2018 The results of testing six brick-to-block reinforced composite masonry panels subjected to gravity and in-plane shear loads are dis cussed herein. Each wall contained two wythes with a nominal 2-inch collar joint. In the first 5 walls, this joint was grouted and rein forced with either welded wire fabric or vertical and horizontal bars.
openaire +3 more sources
Immediate performance of self-etching versus system adhesives with multiple light-activated restoratives [PDF]
, 2004 Objectives: The purpose of this study was to evaluate the performance of both single and double applications of (Adper Prompt L-Pop) self-etching dental adhesive, when used with three classes of light-activated restorative materials, in comparison to the
Asmussen +24 more
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Glued timber concrete composite walls using ultra-high-performance concrete
Acta Polytechnica CTU Proceedings, 2022 This paper gives a short introduction of the development of cross laminated timber (CLT) concrete composite walls with a glued connection. In the composite walls, prefabricated ultra-high-performance concrete (UHPC) lamellas replace timber lamellas at ...
Thomas Oberndorfer +2 more
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Restoring Force Model for Composite-Shear Wall with Concealed Bracings in Steel-Tube Frame
Buildings, 2022 Establishing a restoring force model is a fundamental yet critical task for the analysis of structural responses to earthquakes. Such a model has a substantial impact on the structural analysis results.
Ding Wei, Jia Suizi
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