CONTENTS
Volume 9, Number 6, 2000
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A sectorial element based on Reissner plate theory
Akoz AY, Eratli N
Abstract | Full Text (0.85 MB)
pages 519-540.
DOI: 10.12989/sem.2000.9.6.519
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Compression strength of pultruded equal leg angle sections
Polyzois D, Raftoyiannis
Abstract | Full Text (1.16 MB)
pages 541-555.
DOI: 10.12989/sem.2000.9.6.541
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RELTSYS: A computer program for life prediction of deteriorating systems
Enright MP, Frangopol DM
Abstract | Full Text (0.81 MB)
pages 557-568.
DOI: 10.12989/sem.2000.9.6.557
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Plastic collapse of tapered, tip-loaded cantilevered beams
Wilson JF, El-Esnawy NA
Abstract | Full Text (3.64 MB)
pages 569-588.
DOI: 10.12989/sem.2000.9.6.569
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Basis for the design of lateral reinforcement for high-strength concrete columns
Mendis PA, Kovacic D, Setunge S
Abstract | Full Text (0.74 MB)
pages 589-600.
DOI: 10.12989/sem.2000.9.6.589
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Towards improved models of shear strength degradation in reinforced concrete members
Aschheim M
Abstract | Full Text (2.27 MB)
pages 601-613.
DOI: 10.12989/sem.2000.9.6.601
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Seismic torsional vibration in elevated tanks
Dutta SC, Murty CVR, Jain SK
Abstract | Full Text (1.26 MB)
pages 615-636.
DOI: 10.12989/sem.2000.9.6.615