Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping
The goal of this paper is to present a design procedure for steel moment-resisting frames with supplemental damping with performance-based design constraints. The first design example is based on a 4-story steel moment frame building with velocity dependent dampers; the second design example is bas...
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| Format: | Article |
| Language: | English |
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Electronic Journals for Science and Engineering - International
2002-01-01
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| Series: | Electronic Journal of Structural Engineering |
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| Online Access: | http://10.0.0.97/EJSE/article/view/24 |
| _version_ | 1797733571212869632 |
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| author | Wenshen Pong |
| author_facet | Wenshen Pong |
| author_sort | Wenshen Pong |
| collection | DOAJ |
| description |
The goal of this paper is to present a design procedure for steel moment-resisting frames with supplemental damping with performance-based design constraints. The first design example is based on a 4-story steel moment frame building with velocity dependent dampers; the second design example is based on the same building with displacement dependent dampers. The primary seismic-resistant frames, without dampers, were designed to meet the Uniform Building Code of 1997. The amount of supplemental damping for velocity-dependent devices was proportioned based on the first mode of the structural motion. The design of supplemental damping for displacement dependent devices was based on the stiffness of the structure. The seismic resistant frames, with dampers, were designed to remain elastic under a Design Basis Earthquake. The design goal is to limit the lateral drift to 1% of the story height and the Demand-to-Capacity ratio of the moment connections within 1 for a Design Basis Earthquake event. In the event of a larger earthquake, such as Maximum Credible Earthquake, plastic hinge formations and some structural damage would be expected. In that case, the post-Northridge moment connections will provide the ductility to minimize the damage. Lessons learned and suggestions for design guidelines are presented.
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| first_indexed | 2024-03-12T12:30:02Z |
| format | Article |
| id | doaj.art-c69825c48405424fbf08995453aa88d5 |
| institution | Directory Open Access Journal |
| issn | 1443-9255 |
| language | English |
| last_indexed | 2024-03-12T12:30:02Z |
| publishDate | 2002-01-01 |
| publisher | Electronic Journals for Science and Engineering - International |
| record_format | Article |
| series | Electronic Journal of Structural Engineering |
| spelling | doaj.art-c69825c48405424fbf08995453aa88d52023-08-29T11:47:58ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552002-01-012Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental DampingWenshen Pong The goal of this paper is to present a design procedure for steel moment-resisting frames with supplemental damping with performance-based design constraints. The first design example is based on a 4-story steel moment frame building with velocity dependent dampers; the second design example is based on the same building with displacement dependent dampers. The primary seismic-resistant frames, without dampers, were designed to meet the Uniform Building Code of 1997. The amount of supplemental damping for velocity-dependent devices was proportioned based on the first mode of the structural motion. The design of supplemental damping for displacement dependent devices was based on the stiffness of the structure. The seismic resistant frames, with dampers, were designed to remain elastic under a Design Basis Earthquake. The design goal is to limit the lateral drift to 1% of the story height and the Demand-to-Capacity ratio of the moment connections within 1 for a Design Basis Earthquake event. In the event of a larger earthquake, such as Maximum Credible Earthquake, plastic hinge formations and some structural damage would be expected. In that case, the post-Northridge moment connections will provide the ductility to minimize the damage. Lessons learned and suggestions for design guidelines are presented. http://10.0.0.97/EJSE/article/view/24Performance-basedSteelMoment-Resisting FramesSupplemental DampingDisplacement-dependentVelocity-dependent |
| spellingShingle | Wenshen Pong Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping Electronic Journal of Structural Engineering Performance-based Steel Moment-Resisting Frames Supplemental Damping Displacement-dependent Velocity-dependent |
| title | Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping |
| title_full | Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping |
| title_fullStr | Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping |
| title_full_unstemmed | Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping |
| title_short | Performance-Based Design Examples for Steel Moment-Resisting Frames with Supplemental Damping |
| title_sort | performance based design examples for steel moment resisting frames with supplemental damping |
| topic | Performance-based Steel Moment-Resisting Frames Supplemental Damping Displacement-dependent Velocity-dependent |
| url | http://10.0.0.97/EJSE/article/view/24 |
| work_keys_str_mv | AT wenshenpong performancebaseddesignexamplesforsteelmomentresistingframeswithsupplementaldamping |