PASSIVE DIRECTION DISPLACEMENT DEPENDENT DAMPING (D3) DEVICE.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2018, v. 51, n. 2, p. 105, doi. 10.5459/bnzsee.51.2.105-112
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Works matching IS 11749857 AND DT 2018 AND VI 51 AND IP 2
Results: 5
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2
THE ESTIMATED PGA MAP OF THE Mw6.4 2006 YOGYAKARTA INDONESIA EARTHQUAKE, CONSTRUCTED FROM THE MODIFIED MERCALLI INTENSITY I<sub>MM</sub>.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2018, v. 51, n. 2, p. 92, doi. 10.5459/bnzsee.51.2.92-104
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- Article
3
EXPERIMENTAL IN-PLANE PERFORMANCE OF INSULATED CONCRETE AND BRICK MASONRY WALL PANELS RETROFITTED USING POLYMER COMPOSITES.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2018, v. 51, n. 2, p. 85, doi. 10.5459/bnzsee.51.2.85-91
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- Article
4
SEISMIC DAMAGE CRITERIA FOR A STEEL LIQUID STORAGE TANK SHELL AND ITS INTERACTION WITH DEMANDED CONSTRUCTION MATERIAL.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2018, v. 51, n. 2, p. 70, doi. 10.5459/bnzsee.51.2.70-84
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- Article
5
THE IMPLICATIONS OF POST-TENSIONING LOSSES ON THE SEISMIC RESPONSE OF PRES-LAM FRAMES.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2018, v. 51, n. 2, p. 57, doi. 10.5459/bnzsee.51.2.57-69
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- Article