Practical Seismic Risk Assessment of Existing Building by Using Damaged Database of 1995 Hyogoken Nanbu Earthquake

Suwa, Hitoshi; Nobata, Arihide; Seki, Munetoshi

doi:10.3130/aijt.7.41_1

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2013

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“…With the structural fragilities, the loss can be estimated for definite earthquake intensity by using loss functions. The functions were built on the basis of the database of earthquake damage [5]. Then the annual probability of exceeding the loss can be evaluated by using the seismic hazard curves for the building site.…”

Section: Assessment Frameworkmentioning

confidence: 99%

Role of Corrosion in Life-Cycle Performance Evaluation of Existing Buildings with Steel Moment Resisting Frames: II

Chang¹

2013

AMM

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Corrosion attacks steel buildings mainly when the connections wait for welding on site. In the companion paper, the effects were investigated by a series of weld tests. The results show that the surface rust may increase the level of porosity in steel welds, reducing the strength by 5% on average. This paper made a case study, further investigating the effects together with those of workmanship. The seismic risk of the example building has been assessed and compared in detail for acceptable and marginal quality workmanship. The results obtained from the above studies will help develop more sound strategies in construction management and building renovation.

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Section: Assessment Frameworkmentioning

confidence: 99%

Role of Corrosion in Life-Cycle Performance Evaluation of Existing Buildings with Steel Moment Resisting Frames: II

Chang¹

2013

AMM

View full text Add to dashboard Cite

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Practical Seismic Risk Assessment of Existing Building by Using Damaged Database of 1995 Hyogoken Nanbu Earthquake

Cited by 1 publication

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Role of Corrosion in Life-Cycle Performance Evaluation of Existing Buildings with Steel Moment Resisting Frames: II

Role of Corrosion in Life-Cycle Performance Evaluation of Existing Buildings with Steel Moment Resisting Frames: II

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