SECTIONAL RESPONSE OF NON-RECTANGULAR CONCRETE WALLS WITH MINIMUM VERTICAL REINFORCEMENT.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2024, v. 57, n. 1, p. 58, doi. 10.5459/bnzsee.1619
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- Article
Works matching IS 11749857 AND DT 2024 AND VI 57 AND IP 1
Results: 5
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STRUCTURES INCORPORATING DAMPING DEVICES: ARE WE CORRECT IN OUR DESIGN THINKING?
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2024, v. 57, n. 1, p. 43, doi. 10.5459/bnzsee.1625
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- Article
3
STRENGTHENING DAMAGED COLUMNS ON THE SOFT FIRST STORY OF REINFORCED CONCRETE BUILDING USING ULTRA-HIGH-STRENGTH FIBER-REINFORCED CONCRETE PANELS.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2024, v. 57, n. 1, p. 27, doi. 10.5459/bnzsee.1627
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- Article
4
NEW ZEALAND SPECIFIC CONSEQUENCE FUNCTIONS FOR SEISMIC LOSS ASSESSMENT.
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2024, v. 57, n. 1, p. 18, doi. 10.5459/bnzsee.1642
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- Article
5
SEISMIC DESIGN OF BUILDINGS: WHERE TO NEXT?
- Published in:
- Bulletin of the New Zealand Society for Earthquake Engineering, 2024, v. 57, n. 1, p. 1, doi. 10.5459/bnzsee.1680
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- Publication type:
- Article