Background to draft SANS 10160 (2009): part 4 seismic loading
This paper provides a critical overview of the background to the revisions which led to the formulation of Part 4, Seismic Loads, of the South African Standard SANS 10160. The paper also presents a comparison to demonstrate the calibration of the standard against other international standards. Euroc...
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| Format: | Article |
| Language: | English |
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South African Institution of Civil Engineering
2010-04-01
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| Series: | Journal of the South African Institution of Civil Engineers |
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| Online Access: | http://www.scielo.org.za/scielo.php?script=sci_arttext&pid=S1021-20192010000100003 |
| _version_ | 1797760487760330752 |
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| author | J A Wium |
| author_facet | J A Wium |
| author_sort | J A Wium |
| collection | DOAJ |
| description | This paper provides a critical overview of the background to the revisions which led to the formulation of Part 4, Seismic Loads, of the South African Standard SANS 10160. The paper also presents a comparison to demonstrate the calibration of the standard against other international standards. Eurocode 8 was used as the principle reference for the formulation of the revised clauses. The clauses for seismic design of SANS 10160 are based on the concept of regular buildings with suitable detailing to allow the necessary ductile behaviour. The paper points out a need to review the use of a redundancy factor which makes provision for a possible lower design peak ground acceleration value and the behaviour factor for reinforced concrete shear walls. The damage limitation criteria also need to be based on Eurocode 8. It is shown that the revised formulation provides lower design forces for regular buildings than in the current standard. This is, however, dependent on the choice of a design nominal peak ground acceleration for the various regions in the country. The available information on nominal peak ground acceleration is presented, and it is pointed out that a decision is needed on the choice of this important parameter for the seismic zones of South Africa. |
| first_indexed | 2024-03-12T18:59:18Z |
| format | Article |
| id | doaj.art-5d5548b5debe43978706c32d7da7f1df |
| institution | Directory Open Access Journal |
| issn | 1021-2019 |
| language | English |
| last_indexed | 2024-03-12T18:59:18Z |
| publishDate | 2010-04-01 |
| publisher | South African Institution of Civil Engineering |
| record_format | Article |
| series | Journal of the South African Institution of Civil Engineers |
| spelling | doaj.art-5d5548b5debe43978706c32d7da7f1df2023-08-02T06:43:23ZengSouth African Institution of Civil EngineeringJournal of the South African Institution of Civil Engineers1021-20192010-04-015210Background to draft SANS 10160 (2009): part 4 seismic loadingJ A WiumThis paper provides a critical overview of the background to the revisions which led to the formulation of Part 4, Seismic Loads, of the South African Standard SANS 10160. The paper also presents a comparison to demonstrate the calibration of the standard against other international standards. Eurocode 8 was used as the principle reference for the formulation of the revised clauses. The clauses for seismic design of SANS 10160 are based on the concept of regular buildings with suitable detailing to allow the necessary ductile behaviour. The paper points out a need to review the use of a redundancy factor which makes provision for a possible lower design peak ground acceleration value and the behaviour factor for reinforced concrete shear walls. The damage limitation criteria also need to be based on Eurocode 8. It is shown that the revised formulation provides lower design forces for regular buildings than in the current standard. This is, however, dependent on the choice of a design nominal peak ground acceleration for the various regions in the country. The available information on nominal peak ground acceleration is presented, and it is pointed out that a decision is needed on the choice of this important parameter for the seismic zones of South Africa.http://www.scielo.org.za/scielo.php?script=sci_arttext&pid=S1021-20192010000100003Structural design standardsSouth African practiceseismic loadsactions on structuresEurocode |
| spellingShingle | J A Wium Background to draft SANS 10160 (2009): part 4 seismic loading Journal of the South African Institution of Civil Engineers Structural design standards South African practice seismic loads actions on structures Eurocode |
| title | Background to draft SANS 10160 (2009): part 4 seismic loading |
| title_full | Background to draft SANS 10160 (2009): part 4 seismic loading |
| title_fullStr | Background to draft SANS 10160 (2009): part 4 seismic loading |
| title_full_unstemmed | Background to draft SANS 10160 (2009): part 4 seismic loading |
| title_short | Background to draft SANS 10160 (2009): part 4 seismic loading |
| title_sort | background to draft sans 10160 2009 part 4 seismic loading |
| topic | Structural design standards South African practice seismic loads actions on structures Eurocode |
| url | http://www.scielo.org.za/scielo.php?script=sci_arttext&pid=S1021-20192010000100003 |
| work_keys_str_mv | AT jawium backgroundtodraftsans101602009part4seismicloading |