contributor author | Kapilesh Bhargava | |
contributor author | P. Ramesh | |
contributor author | A. K. Ghosh | |
contributor author | S. Ramanujam | |
date accessioned | 2017-05-09T00:17:34Z | |
date available | 2017-05-09T00:17:34Z | |
date copyright | November, 2005 | |
date issued | 2005 | |
identifier issn | 0094-9930 | |
identifier other | JPVTAS-28460#525_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/132486 | |
description abstract | The present paper deals with the reevaluation of design stresses and assessment of safety margins available for an underground reinforced cement concrete (RCC) duct. For stress analysis, a two-dimensional mathematical model has been adopted to appropriately represent the structure. The structure has been analyzed for both static and seismic loads. The seismic analysis has been carried out for site-specific response spectra. The design checks have been performed using available international standards and, accordingly, the safety margins have been evaluated. The structure has been found to possess sufficient safety margins under all the postulated design loadings. The seismic reassessment methodology conforms to the available international standards. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Seismic Requalification of an Underground RCC Duct | |
type | Journal Paper | |
journal volume | 127 | |
journal issue | 4 | |
journal title | Journal of Pressure Vessel Technology | |
identifier doi | 10.1115/1.2043203 | |
journal fristpage | 525 | |
journal lastpage | 529 | |
identifier eissn | 1528-8978 | |
keywords | Stress | |
keywords | Design | |
keywords | Ducts AND Safety | |
tree | Journal of Pressure Vessel Technology:;2005:;volume( 127 ):;issue: 004 | |
contenttype | Fulltext | |