CONTENTS
Volume 9, Number 6, 2000
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A sectorial element based on Reissner plate theory
Akoz AY, Eratli N
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
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
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
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
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
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
pages 615-636.
DOI: 10.12989/sem.2000.9.6.615