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Biosynthesis of patchoulol via metabolic engineering the oleaginous red yeast <i>Rhodotorula toruloides</i>. [PDF]
Zheng X +7 more
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Shaking table testing of geotechnical models
International Journal of Physical Modelling in Geotechnics, 2002Shaking tables provide one means of obtaining data from physical models of geotechnical systems under simulated earthquake loading. While there may be challenges in ensuring exact scaling of all aspects of a geotechnical system between prototype and model, the large size of the shaking table models does give a good basis for validation of numerical ...
Muir Wood, D, Crewe, AJ, Taylor, CA
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Improvements for seismometers testing on shake table
2019 14th IEEE International Conference on Electronic Measurement & Instruments (ICEMI), 2019This study aims to design fixtures used on the horizontal and vertical shake tables to improve measuring accuracy for the seismometer under test. Based on ANSYS, the model analysis is applied with finite element method. After multiple calculations and calibrations, optimization models are finalized, and then material objects are manufactured basing on ...
Fan Xiaoyong, Ma Jiemei
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Shaking Table Test of Rock Slopes
2016As it is known to all that the most direct and reliable way to study the response characteristics of rock slope seismic action is to conduct field test through seismic array network, which could intuitively reflect the motion features and seismic dynamic characteristics of rock slopes so as to provide precious original data for the future work.
Yang Changwei +4 more
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2008
This chapter reflects the first of the four lectures that the author has presented at Udine, Italy, at CISM-International Centre for Mechanical Sciences, in June 2007, in the aim of the course “New Approaches to Analysis and Testing of Mechanical and Structural Systems”.
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This chapter reflects the first of the four lectures that the author has presented at Udine, Italy, at CISM-International Centre for Mechanical Sciences, in June 2007, in the aim of the course “New Approaches to Analysis and Testing of Mechanical and Structural Systems”.
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Shake table testing of bookcase – partition wall systems
Canadian Journal of Civil Engineering, 2004This paper describes the seismic (shake table) tests conducted on bookcase – partition wall systems. These nonstructural building components can be considered acceleration sensitive (or motion sensitive) rather than drift sensitive. The shake table floor motions used for the seismic testing are described in a companion paper. One bookcase fully loaded
Andre Filiatrault +2 more
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Shaking Table Testing of Adobe Masonry Structures
2021This chapter presents the seismic simulation systems (shaking tables) as essential resources for experimental research on adobe masonry structures. An overview of selected relevant shaking tables existing in laboratories around the world gives an idea of the broad testing scope possible with this type of equipment.
Marcial Blondet +3 more
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Shaking table tests on a three-storey timber building
Proceedings of the ICE - Structures and Buildings, 2015This paper reports on a shaking table test conducted on a timber-framed building sheathed with oriented strand board within the framework of the European Series project at the National Laboratory of Civil Engineering in Lisbon, Portugal. The test structure was a full-scale, three-storey, 7 m × 5 m plan building.
Tomasi, Roberto +3 more
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SHAKING TABLE TESTING OF RC WALLS
ISET Journal of Earthquake Technology, 2000Several large-scale wall specimens were recently tested nnder dynamic conditions on the shakingtable at LNEC (Lisbon). The main objective of this experimental programme was to assess the effectiveness of selective interveotion techniques for repair and streogthening of reinforced concrete walls.
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Shaking table testing of retrofitted 3-storey building
2013The paper investigates the seismic performance of an existing 3-storey structure, built in the 70's. Not complying with capacity design principles, the structure is prone to soft-storey collapse, calling for retrofit through addition of shear walls. Two alternatives are considered with respect to the foundation: (a) conventional design; and (b) rocking
Anastasopoulos, I. +2 more
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