000 | 04809nam a2200457 i 4500 | ||
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003 | OCoLC | ||
005 | 20211105152708.0 | ||
008 | 180410s2015 nz a b 000 0 eng d | ||
011 | _aMARC Score : 11600(25250) : OK | ||
011 | _aDirect Search Result | ||
035 | _a(ATU)b25047668 | ||
035 | _a(OCoLC)1030980465 | ||
040 |
_aZ5A _beng _erda _cZ5A _dATU |
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082 | 0 | 4 |
_a624.1762 _223 |
099 | _a624.1762 WIE | ||
100 | 1 |
_aWiebe, Lydell, _eauthor. |
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245 | 1 | 0 |
_aDesign guide for controlled rocking steel braced frames / _cprepared by Aurecon New Zealand Limited ; authors: Assistant Professor Lydell Wiebe, McMaster University; Geoff Sidwell, Aurecon New Zealand Limited; Sean Gledhill, Aurecon New Zealand Limited. |
246 | 1 | 1 | _aControlled rocking steel braced frames |
264 | 1 |
_aManukau City, New Zealand : _bSteel Construction New Zealand, _c[2015] |
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264 | 4 | _c©2015 | |
300 |
_a96 pages : _billustrations ; _c30 cm. |
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336 |
_atext _btxt _2rdacontent |
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337 |
_aunmediated _bn _2rdamedia |
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338 |
_avolume _bnc _2rdacarrier |
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490 | 1 |
_aReport: SCNZ, _x1177-3855 ; _v110:2015 |
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504 | _aIncludes bibliographical references. | ||
505 | 0 | 0 |
_g1. _tExecutive summary -- _g2. _tStandards and notation -- _g2.1. _tStandards of reference -- _g2.2. _tTerms and abbreviations -- _g2.3. _tSymbols -- _g3. _tIntroduction -- _g3.1. _tScope -- _g3.2. _tContent -- _g4. _tBackground -- _g4.1. _tPreamble -- _g4.2. _tComponents and CRSBF behaviour -- _g4.3. _tEarly rocking seismic force resisting systems -- _g4.4. _tControlled rocking precast concrete walls -- _g4.5. _tResearch into controlled rocking steel frames -- _g4.6. _tPractical examples -- _g4.7. _tComments on selecting a seismic force resisting system -- _g5. _tDesign methodology -- _g5.1. _tPerformance objectives -- _g5.2. _tLimit states -- _g5.3. _tOverview of design process -- _g5.4. _tDesign of base rocking joint -- _g5.5. _tCapacity design of frame and other elements -- _g5.6. _tDetailing -- _g5.7. _tFoundation design -- _g5.8. _tResilience considerations -- _g6. _tExample Design 1: Load-Bearing Option -- _g6.1. _tBuilding parameters -- _g6.2. _tCalculation of minimum base rocking moment -- _g6.3. _tDesign of base rocking joints -- _g6.4. _tThree dimensional structural analysis -- _g6.5. _tCapacity design of frame and other elements -- _g6.6. _tConnection detailing -- _g6.7. _tDesign summary -- _g7. _tExample Design 2: Non-Load Bearing Option -- _g7.1. _tBuilding parameters -- _g7.2. _tCalculation of minimum base rocking moment -- _g7.3. _tDesign of base rocking joints -- _g7.4. _tThree dimensional structural analysis -- _g7.5. _tCapacity design of frame and other elements -- _g7.6. _tConnection detailing -- _g7.7. _tDesign summary -- _g8. _tSummary. |
520 | _a"Following the 2011 Christchurch earthquake, there has been significant interest in using better performing seismic load-resisting systems. Controlled Rocking Steel Braced Frames (CRSBFs) are a special form of structural system that sustains less damage than conventional ductile approaches. The system dissipates ductile energy by controlled rocking, forming part of a low damage or recoverable structural solution. Selecting and using rocking structural systems requires specialist knowledge of their behaviour, key parameters, and suitable analysis and design techniques to deliver the intended performance. Within New Zealand, only a handful of companies have successfully undertaken research and development to enable them to deliver CRSBFs as part of building projects. Sponsored by SCNZ and industry, the Design Guide for Controlled Rocking Steel Braced Frames (SCNZ - 110:2015) was conceived to facilitate the use of CRSBFs, enabling experienced structural engineers to consider and harness the potential benefits of this type of alternative structural system. This Guide summarises recent research developments and gives designers general guidance on application, limitations and key considerations. It includes two worked preliminary design examples, relating to a load bearing and a non-load bearing steel braced frame, which will aid designers in the preliminary design to achieve frame sizes and consider the appropriate design effects."--Publisher's website. | ||
650 | 0 |
_aEarthquake engineering. _9316925 |
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650 | 0 |
_aSteel, Structural _xDesign and construction _9788044 |
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650 | 0 |
_aBuilding, Iron and steel _xDesign and construction _9787382 |
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700 | 1 |
_aGledhill, Sean, _eauthor. |
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700 | 1 |
_aSidwell, Geoff, _eauthor. |
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710 | 2 | _aAurecon New Zealand. | |
710 | 2 |
_aSteel Construction New Zealand Inc, _eissuing body. |
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830 | 0 |
_aSCNZ report ; _v110:2015. |
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907 |
_a.b25047668 _b06-09-21 _c05-04-18 |
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