Performance-based design of steel towers subject to wind action
•PBWE methodology applied to design of telecommunications steel tower.•Equivalent static and discrete dynamic wind load models lead to similar reliability.•Most unfavorable wind direction shown to be quite conservative.•Uneven recurrence intervals for distinct performance levels can guide optimum de...
Saved in:
| Published in | Engineering structures Vol. 143; pp. 549 - 557 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
15.07.2017
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0141-0296 1873-7323 |
| DOI | 10.1016/j.engstruct.2017.03.053 |
Cover
Loading…
| Abstract | •PBWE methodology applied to design of telecommunications steel tower.•Equivalent static and discrete dynamic wind load models lead to similar reliability.•Most unfavorable wind direction shown to be quite conservative.•Uneven recurrence intervals for distinct performance levels can guide optimum design.•Wind speed is the most relevant random variable.
Performance-based Wind Engineering (PBWE) is a novel design philosophy that aims to identify and quantify the uncertainties involved in structural design, in order to ensure predictable performance levels to engineering structures. Due to the recent proposal of the methodology and formulation complexity, there are few studies related to PBWE, each presenting different limitations. This paper proposes an application of the Performance-based Wind Engineering methodology to the probabilistic analysis of steel towers, evaluating different calculation models for the estimation of wind forces on this type of structure. Uncertainties involved in the characterization of the wind field and the structural strength were investigated, and two procedures of the Brazilian winds standard NBR6123:88 for the estimation of wind forces on steel towers were analyzed. A case study concerning the reliability estimation of a telecommunication tower was also conducted. It was found that both studied calculation models lead to similar safety levels, and that the design of towers considering that wind always blows from the worst direction is too conservative. It is also shown that, in PBWE, minimum cost design can be guided by assigning same target reliability, but different mean recurrence intervals for different performance levels. |
|---|---|
| AbstractList | Performance-based Wind Engineering (PBWE) is a novel design philosophy that aims to identify and quantify the uncertainties involved in structural design, in order to ensure predictable performance levels to engineering structures. Due to the recent proposal of the methodology and formulation complexity, there are few studies related to PBWE, each presenting different limitations. This paper proposes an application of the Performance-based Wind Engineering methodology to the probabilistic analysis of steel towers, evaluating different calculation models for the estimation of wind forces on this type of structure. Uncertainties involved in the characterization of the wind field and the structural strength were investigated, and two procedures of the Brazilian winds standard NBR6123:88 for the estimation of wind forces on steel towers were analyzed. A case study concerning the reliability estimation of a telecommunication tower was also conducted. It was found that both studied calculation models lead to similar safety levels, and that the design of towers considering that wind always blows from the worst direction is too conservative. It is also shown that, in PBWE, minimum cost design can be guided by assigning same target reliability, but different mean recurrence intervals for different performance levels. •PBWE methodology applied to design of telecommunications steel tower.•Equivalent static and discrete dynamic wind load models lead to similar reliability.•Most unfavorable wind direction shown to be quite conservative.•Uneven recurrence intervals for distinct performance levels can guide optimum design.•Wind speed is the most relevant random variable. Performance-based Wind Engineering (PBWE) is a novel design philosophy that aims to identify and quantify the uncertainties involved in structural design, in order to ensure predictable performance levels to engineering structures. Due to the recent proposal of the methodology and formulation complexity, there are few studies related to PBWE, each presenting different limitations. This paper proposes an application of the Performance-based Wind Engineering methodology to the probabilistic analysis of steel towers, evaluating different calculation models for the estimation of wind forces on this type of structure. Uncertainties involved in the characterization of the wind field and the structural strength were investigated, and two procedures of the Brazilian winds standard NBR6123:88 for the estimation of wind forces on steel towers were analyzed. A case study concerning the reliability estimation of a telecommunication tower was also conducted. It was found that both studied calculation models lead to similar safety levels, and that the design of towers considering that wind always blows from the worst direction is too conservative. It is also shown that, in PBWE, minimum cost design can be guided by assigning same target reliability, but different mean recurrence intervals for different performance levels. |
| Author | Kroetz, Henrique M. Beck, André T. Tessari, Rodolfo K. |
| Author_xml | – sequence: 1 givenname: Rodolfo K. surname: Tessari fullname: Tessari, Rodolfo K. email: tessari.rodolfo@usp.br – sequence: 2 givenname: Henrique M. surname: Kroetz fullname: Kroetz, Henrique M. email: henrique.kroetz@usp.br – sequence: 3 givenname: André T. surname: Beck fullname: Beck, André T. email: atbeck@sc.usp.br |
| BookMark | eNqNkE1LAzEQhoNUsK3-Bhc875qP3U32IFKKX1DQg55DNpktWdpNTbIW_70pFQ9e9DQMvM87zDNDk8ENgNAlwQXBpL7uCxjWIfpRx4JiwgvMClyxEzQlgrOcM8omaIpJSXJMm_oMzULoMcZUCDxFty_gO-e3atCQtyqAyQwEux4y12UhAmyy6PbgQxbGtgcd05rt7WAypaN1wzk67dQmwMX3nKO3-7vX5WO-en54Wi5WuWYNjbkpheIVL6lihmHGNC-JaXRbs7ajhGtBaia4VoJXpG15rSoqjGjKssFtqWvM5ujq2Lvz7n2EEGXvRj-kk5I06cWqEoKkFD-mtHcheOjkztut8p-SYHmwJXv5Y0sebEnMZLKVyJtfpLZRHT6MXtnNP_jFkYck4cOCl0FbSFKN9cmaNM7-2fEFxZiNZg |
| CitedBy_id | crossref_primary_10_1016_j_strusafe_2023_102376 crossref_primary_10_1016_j_strusafe_2022_102255 crossref_primary_10_1061_AJRUA6_0001167 crossref_primary_10_1007_s11071_023_08984_9 crossref_primary_10_1016_j_ress_2024_110475 crossref_primary_10_1016_j_engstruct_2024_119549 crossref_primary_10_1016_j_strusafe_2024_102571 crossref_primary_10_1061__ASCE_ST_1943_541X_0003312 crossref_primary_10_1080_15732479_2021_1923761 crossref_primary_10_1016_j_engstruct_2022_114625 crossref_primary_10_15446_dyna_v90n225_103922 crossref_primary_10_1016_j_ijnonlinmec_2022_104192 crossref_primary_10_1061__ASCE_AS_1943_5525_0001008 crossref_primary_10_1016_j_engstruct_2021_113298 crossref_primary_10_1016_j_engstruct_2019_04_024 crossref_primary_10_1016_j_engstruct_2020_111264 crossref_primary_10_18400_tjce_1211905 crossref_primary_10_1002_cepa_1297 crossref_primary_10_1016_j_advengsoft_2017_08_001 crossref_primary_10_1007_s00477_023_02596_w crossref_primary_10_1088_1757_899X_471_11_112085 crossref_primary_10_1016_j_jobe_2024_109958 crossref_primary_10_1080_15732479_2019_1673783 crossref_primary_10_1016_j_ymssp_2025_112485 |
| Cites_doi | 10.1016/j.engstruct.2014.10.003 10.1061/(ASCE)0733-9445(2007)133:3(311) 10.1201/b11332-136 10.1002/eqe.146 10.1016/j.strusafe.2011.07.001 10.1080/13632469.2013.787377 10.1016/S0167-6105(03)00049-7 10.1061/(ASCE)0733-9445(2002)128:6(788) 10.1016/0167-4730(94)90024-8 10.1016/0167-4730(94)00027-N 10.1016/j.probengmech.2008.01.007 10.1016/j.probengmech.2011.08.007 10.1201/b16387-261 10.1016/j.strusafe.2013.07.002 10.1111/j.1559-3584.2002.tb00128.x 10.1061/(ASCE)0733-9445(1999)125:4(453) 10.1016/j.probengmech.2011.08.013 10.1007/s00158-015-1253-9 10.1061/9780784412626.105 10.1016/j.strusafe.2014.01.002 10.1016/0167-6105(93)90081-X 10.1016/j.engstruct.2014.07.047 10.1016/S0141-0296(01)00036-0 |
| ContentType | Journal Article |
| Copyright | 2017 Elsevier Ltd Copyright Elsevier BV Jul 15, 2017 |
| Copyright_xml | – notice: 2017 Elsevier Ltd – notice: Copyright Elsevier BV Jul 15, 2017 |
| DBID | AAYXX CITATION 7SR 7ST 8BQ 8FD C1K FR3 JG9 KR7 SOI |
| DOI | 10.1016/j.engstruct.2017.03.053 |
| DatabaseName | CrossRef Engineered Materials Abstracts Environment Abstracts METADEX Technology Research Database Environmental Sciences and Pollution Management Engineering Research Database Materials Research Database Civil Engineering Abstracts Environment Abstracts |
| DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Engineered Materials Abstracts Technology Research Database Engineering Research Database Environment Abstracts METADEX Environmental Sciences and Pollution Management |
| DatabaseTitleList | Materials Research Database |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering Philosophy |
| EISSN | 1873-7323 |
| EndPage | 557 |
| ExternalDocumentID | 10_1016_j_engstruct_2017_03_053 S0141029616307076 |
| GeographicLocations | Brazil |
| GeographicLocations_xml | – name: Brazil |
| GroupedDBID | --K --M -~X .~1 0R~ 1B1 1~. 1~5 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AABNK AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAXUO ABFNM ABJNI ABMAC ABQEM ABQYD ABYKQ ACDAQ ACGFS ACIWK ACLVX ACRLP ACSBN ADBBV ADEZE ADTZH AEBSH AECPX AEKER AENEX AFKWA AFRAH AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ATOGT AXJTR BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FIRID FNPLU FYGXN G-Q GBLVA IHE IMUCA J1W JJJVA KOM LY7 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 RIG RNS ROL RPZ SCC SDF SDG SDP SES SPC SPCBC SSE SST SSZ T5K TN5 XPP ZMT ~02 ~G- 29G AAQXK AATTM AAXKI AAYWO AAYXX ABEFU ABWVN ABXDB ACNNM ACRPL ACVFH ADCNI ADMUD ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AI. AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP ASPBG AVWKF AZFZN BNPGV CITATION FEDTE FGOYB G-2 HVGLF HZ~ R2- SET SEW SSH VH1 WUQ ZY4 7SR 7ST 8BQ 8FD C1K EFKBS FR3 JG9 KR7 SOI |
| ID | FETCH-LOGICAL-c392t-d48a75742a3d3033c741d9cb63bf217c816387ca8751bb76a528d894490b4c603 |
| IEDL.DBID | .~1 |
| ISSN | 0141-0296 |
| IngestDate | Fri Aug 22 20:19:14 EDT 2025 Tue Jul 01 03:01:55 EDT 2025 Thu Apr 24 22:53:26 EDT 2025 Fri Feb 23 02:26:51 EST 2024 |
| IsDoiOpenAccess | false |
| IsOpenAccess | true |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Latticed telecommunication tower Structural reliability Performance-based Engineering Probabilistic analysis Performance-based Wind Engineering |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c392t-d48a75742a3d3033c741d9cb63bf217c816387ca8751bb76a528d894490b4c603 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
| OpenAccessLink | http://dx.doi.org/10.1016/j.engstruct.2017.03.053 |
| PQID | 1932355881 |
| PQPubID | 2045481 |
| PageCount | 9 |
| ParticipantIDs | proquest_journals_1932355881 crossref_primary_10_1016_j_engstruct_2017_03_053 crossref_citationtrail_10_1016_j_engstruct_2017_03_053 elsevier_sciencedirect_doi_10_1016_j_engstruct_2017_03_053 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 2017-07-15 |
| PublicationDateYYYYMMDD | 2017-07-15 |
| PublicationDate_xml | – month: 07 year: 2017 text: 2017-07-15 day: 15 |
| PublicationDecade | 2010 |
| PublicationPlace | Kidlington |
| PublicationPlace_xml | – name: Kidlington |
| PublicationTitle | Engineering structures |
| PublicationYear | 2017 |
| Publisher | Elsevier Ltd Elsevier BV |
| Publisher_xml | – name: Elsevier Ltd – name: Elsevier BV |
| References | Barbato, Petrini, Ciampoli (b0080) 2011 Telecomunicações Brasileiras S/A, Prática 240–400-702. Especificações gerais para adoção de parâmetros básicos e apresentação de memorial de cálculo para torres e postes metálicos; 1997. Bertero, Bertero (b0040) 2002; 31 Ghobarah (b0035) 2001; 23 Zhou, Kijewski, Kareem (b0150) 2002; 128 Ciampoli, Petrini, Augusti (b0100) 2011; 33 Tessari (b0200) 2016 Lee T-H, Mosalam KM, Probabilistic seismic evaluation of reinforced concrete structural components and systems, PEER Report 2006/04. Telecomunicações Brasileiras S/A, Prática 240–410-600. Procedimentos de projeto para torres metálicas auto-suportadas, estaiadas e postes metálicos; 1997. Federal Emergency Management Agency, Washington, D.C., FEMA-273. NEHRP guidelines for the seismic rehabilitation of buildings; 1997. Ciampoli, Petrini (b0105) 2012; 28 Beck, de Santana Gomes (b0230) 2012; 28 Aktan, Ellingwood, Kehoe (b0050) 2007; 133 Ellingwood, Tekie (b0020) 1999; 125 . Paulotto C, Ciampoli M, Augusti G. Some proposals for a first step towards a performance based wind engineering. In: Proceedings of the IFED international forum in engineering decision making; First Forum, December, 5–9, 2004. Hess, Bruchman, Assakkaf, Ayyub (b0215) 2002; 114 Petrini, Ciampoli (b0125) 2012; 8 W. R. Inc., Mathematica 9.0 (2012). URL Porter (b0065) 2003; 1 and 2 Holmes JD. Developments in codification of wind loads in the asia pacific. In: 7th Asia-Pacific Conference on Wind Engineering, APCWE-VII; 2009. Holmes J, Tamura Y, Krishna P, Comparison of wind loads calculated by fifteen different codes and standards, for low, medium and high-rise buildings. In: 11th Americas Conference on Wind Engineering; 2009. Gunay, Mosalam (b0070) 2013; 17 Li, Hu (b0140) 2014; 48 Barbato, Petrini, Unnikrishnan, Ciampoli (b0085) 2013; 45 2014. Robertson I, Riggs HR, Development of performance based tsunami engineering; 2011. URL Holmes, Banks, Roberts (b0190) 1993; 50 Carril-Jr, Isyumov, Brasil (b0195) 2003; 91 Ciampoli M, Petrini F. Performance-based design of structures under aeolian hazard. In: Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering, 2011. pp. 899–906. Petrini (b0095) 2009 Ellingwood, Galambus, MacGregor, Cornell (b0220) 1980 Zhang, Ellingwood, Rasmussen (b0025) 2014; 81 Griffis L, Patel V, Muthukumar S, Baldava S. A framework for performance-based wind engineering. In: Advances in Hurricane Engineering: Learning from Our Past - Proceedings of the 2012 ATC and SEI Conference on Advances in Hurricane Engineering, 2013. pp. 1205–1216. Ellingwood (b0010) 1994; 13 USGS, Significant earthquakes archives. earthquake hazards program. apresenta informações acerca dos terremotos mais significativos ocorridos até o presente momento. disponível em Petrini F, Gkoumas K, Bontempi F, Damage and loss evaluation in the performance-based wind engineering. In: Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures – Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013, 2013. pp. 1791–1797. American Society of Civil Engineers, Reston, VA, ASCE 10:97. Design of Latticed Steel Transmission Structures; 1997. Associação Brasileira de Normas Técnicas, Rio de Janeiro, NBR 6123. Forças devidas ao vento em edificações; 1988. Joint Committee on Structural Safety, Denmark, JCSS Probabilistic model code; 2001. URL Petrini, Ciampoli, Augusti (b0130) 2011 Davenport (b0170) 1995 Blue Book, Sacramento, CA, 1999. Beck, Kougioumtzoglou, dos Santos (b0135) 2014; 78 Beck, Gomes, Lopez, Miguel (b0235) 2015; 52 Merce, Guimarães, Doz, Brito (b0165) 2007; 4 Augusti, Ciampoli (b0005) 2008; 23 Hendawi, Frangopol (b0015) 1994; 16 Lungu D, Gelder PV, Trandafir R. Comparative study of eurocode 1, iso and asce procedures for calculating wind loads; 1996. Hendawi (10.1016/j.engstruct.2017.03.053_b0015) 1994; 16 Carril-Jr (10.1016/j.engstruct.2017.03.053_b0195) 2003; 91 Davenport (10.1016/j.engstruct.2017.03.053_b0170) 1995 Beck (10.1016/j.engstruct.2017.03.053_b0135) 2014; 78 Porter (10.1016/j.engstruct.2017.03.053_b0065) 2003; 1 and 2 Petrini (10.1016/j.engstruct.2017.03.053_b0130) 2011 Ciampoli (10.1016/j.engstruct.2017.03.053_b0100) 2011; 33 10.1016/j.engstruct.2017.03.053_b0090 10.1016/j.engstruct.2017.03.053_b0030 10.1016/j.engstruct.2017.03.053_b0075 Zhou (10.1016/j.engstruct.2017.03.053_b0150) 2002; 128 Holmes (10.1016/j.engstruct.2017.03.053_b0190) 1993; 50 10.1016/j.engstruct.2017.03.053_b0155 10.1016/j.engstruct.2017.03.053_b0210 10.1016/j.engstruct.2017.03.053_b0175 Ghobarah (10.1016/j.engstruct.2017.03.053_b0035) 2001; 23 10.1016/j.engstruct.2017.03.053_b0055 10.1016/j.engstruct.2017.03.053_b0110 10.1016/j.engstruct.2017.03.053_b0115 Beck (10.1016/j.engstruct.2017.03.053_b0230) 2012; 28 Ellingwood (10.1016/j.engstruct.2017.03.053_b0020) 1999; 125 Ciampoli (10.1016/j.engstruct.2017.03.053_b0105) 2012; 28 Ellingwood (10.1016/j.engstruct.2017.03.053_b0220) 1980 Bertero (10.1016/j.engstruct.2017.03.053_b0040) 2002; 31 Beck (10.1016/j.engstruct.2017.03.053_b0235) 2015; 52 Tessari (10.1016/j.engstruct.2017.03.053_b0200) 2016 Petrini (10.1016/j.engstruct.2017.03.053_b0125) 2012; 8 Barbato (10.1016/j.engstruct.2017.03.053_b0080) 2011 Barbato (10.1016/j.engstruct.2017.03.053_b0085) 2013; 45 Aktan (10.1016/j.engstruct.2017.03.053_b0050) 2007; 133 10.1016/j.engstruct.2017.03.053_b0180 10.1016/j.engstruct.2017.03.053_b0060 Hess (10.1016/j.engstruct.2017.03.053_b0215) 2002; 114 Merce (10.1016/j.engstruct.2017.03.053_b0165) 2007; 4 Petrini (10.1016/j.engstruct.2017.03.053_b0095) 2009 10.1016/j.engstruct.2017.03.053_b0185 Zhang (10.1016/j.engstruct.2017.03.053_b0025) 2014; 81 10.1016/j.engstruct.2017.03.053_b0160 10.1016/j.engstruct.2017.03.053_b0045 Li (10.1016/j.engstruct.2017.03.053_b0140) 2014; 48 10.1016/j.engstruct.2017.03.053_b0145 10.1016/j.engstruct.2017.03.053_b0120 Gunay (10.1016/j.engstruct.2017.03.053_b0070) 2013; 17 10.1016/j.engstruct.2017.03.053_b0225 Ellingwood (10.1016/j.engstruct.2017.03.053_b0010) 1994; 13 10.1016/j.engstruct.2017.03.053_b0205 Augusti (10.1016/j.engstruct.2017.03.053_b0005) 2008; 23 |
| References_xml | – volume: 45 start-page: 24 year: 2013 end-page: 35 ident: b0085 article-title: Performance-based hurricane engineering (pbhe) framework publication-title: Struct Saf – volume: 1 and 2 start-page: 973 year: 2003 end-page: 980 ident: b0065 article-title: An overview of peer’s performance-based earthquake engineering methodology publication-title: Appl Stat Probab Civil Eng – volume: 125 start-page: 453 year: 1999 end-page: 463 ident: b0020 article-title: Wind load statistics for probability-based structural design publication-title: J Struct Eng ASCE – start-page: 1618 year: 2011 end-page: 1629 ident: b0080 article-title: A preliminary proposal for a probabilistic performance-based hurricane engineering framework publication-title: Structures Congress 2011 – Proceedings of the 2011 Structures Congress – volume: 23 start-page: 878 year: 2001 end-page: 884 ident: b0035 article-title: Performance-based design in earthquake engineering: state of development publication-title: Eng Struct – reference: Holmes J, Tamura Y, Krishna P, Comparison of wind loads calculated by fifteen different codes and standards, for low, medium and high-rise buildings. In: 11th Americas Conference on Wind Engineering; 2009. – reference: Paulotto C, Ciampoli M, Augusti G. Some proposals for a first step towards a performance based wind engineering. In: Proceedings of the IFED international forum in engineering decision making; First Forum, December, 5–9, 2004. – reference: Associação Brasileira de Normas Técnicas, Rio de Janeiro, NBR 6123. Forças devidas ao vento em edificações; 1988. – volume: 28 start-page: 18 year: 2012 end-page: 29 ident: b0230 article-title: A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty publication-title: Probab Eng Mech – reference: USGS, Significant earthquakes archives. earthquake hazards program. apresenta informações acerca dos terremotos mais significativos ocorridos até o presente momento. disponível em: – volume: 33 start-page: 367 year: 2011 end-page: 378 ident: b0100 article-title: Performance-based wind engineering: towards a general procedure publication-title: Struct Saf – reference: Robertson I, Riggs HR, Development of performance based tsunami engineering; 2011. URL – volume: 23 start-page: 496 year: 2008 end-page: 508 ident: b0005 article-title: Performance-based design in risk assessment and reduction publication-title: Probab Eng Mech – reference: W. R. Inc., Mathematica 9.0 (2012). URL – reference: Holmes JD. Developments in codification of wind loads in the asia pacific. In: 7th Asia-Pacific Conference on Wind Engineering, APCWE-VII; 2009. – reference: American Society of Civil Engineers, Reston, VA, ASCE 10:97. Design of Latticed Steel Transmission Structures; 1997. – volume: 91 start-page: 1007 year: 2003 end-page: 1022 ident: b0195 article-title: Experimental study of the wind forces on rectangular latticed communication towers with antennas publication-title: J Wind Eng Ind Aerodyn – volume: 48 start-page: 1 year: 2014 end-page: 14 ident: b0140 article-title: Risk design optimization using many-objective evolutionary algorithm with application to performance-based wind engineering of tall buildings publication-title: Struct Saf – volume: 52 start-page: 479 year: 2015 end-page: 492 ident: b0235 article-title: A comparison between robust and risk-based optimization under uncertainty publication-title: Struct Multidiscip Optim – reference: ; 2014. – volume: 31 start-page: 627 year: 2002 end-page: 652 ident: b0040 article-title: Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach publication-title: Earthquake Eng Struct Dyn – reference: Blue Book, Sacramento, CA, 1999. – volume: 128 start-page: 788 year: 2002 end-page: 796 ident: b0150 article-title: Along-wind load effects on tall buildings: Comparative study of major international codes and standards publication-title: J Struct Eng ASCE – reference: Telecomunicações Brasileiras S/A, Prática 240–410-600. Procedimentos de projeto para torres metálicas auto-suportadas, estaiadas e postes metálicos; 1997. – year: 2009 ident: b0095 article-title: A probabilistic approach to performance-based wind engineering (pbwe) – volume: 114 start-page: 139 year: 2002 end-page: 165 ident: b0215 article-title: Uncertainties in material and geometric strength and load variables publication-title: Naval Eng J – volume: 133 start-page: 311 year: 2007 end-page: 323 ident: b0050 article-title: Performance-based engineering of constructed systems 1 publication-title: J Struct Eng – reference: Lee T-H, Mosalam KM, Probabilistic seismic evaluation of reinforced concrete structural components and systems, PEER Report 2006/04. – volume: 13 start-page: 159 year: 1994 end-page: 176 ident: b0010 article-title: Proability-based codified design: past accomplishments and future challenges publication-title: Struct Saf – reference: Telecomunicações Brasileiras S/A, Prática 240–400-702. Especificações gerais para adoção de parâmetros básicos e apresentação de memorial de cálculo para torres e postes metálicos; 1997. – reference: Federal Emergency Management Agency, Washington, D.C., FEMA-273. NEHRP guidelines for the seismic rehabilitation of buildings; 1997. – start-page: 209 year: 1995 end-page: 239 ident: b0170 article-title: The response of slender structures to wind publication-title: Wind Climate in Cities, Vol. 277 of NATO Advanced Study Institute Series – volume: 50 start-page: 263 year: 1993 end-page: 269 ident: b0190 article-title: Drag and aerodynamic interference on microwave dish antennas and their supporting towers publication-title: J Wind Eng Ind Aerodyn – reference: Joint Committee on Structural Safety, Denmark, JCSS Probabilistic model code; 2001. URL – volume: 8 start-page: 954 year: 2012 end-page: 966 ident: b0125 article-title: Performance-based wind design of tall buildings publication-title: Struct Infrastruct Eng – volume: 4 start-page: 61 year: 2007 end-page: 81 ident: b0165 article-title: Análise de torres metálicas submetidas à ação do vento: um estudo comparativo publication-title: Revista Sul-Americana de Engenharia Estrutural – year: 2016 ident: b0200 article-title: Performance-based design of steel towers subjected to wind action – reference: Lungu D, Gelder PV, Trandafir R. Comparative study of eurocode 1, iso and asce procedures for calculating wind loads; 1996. – reference: Griffis L, Patel V, Muthukumar S, Baldava S. A framework for performance-based wind engineering. In: Advances in Hurricane Engineering: Learning from Our Past - Proceedings of the 2012 ATC and SEI Conference on Advances in Hurricane Engineering, 2013. pp. 1205–1216. – start-page: 187 year: 2011 end-page: 208 ident: b0130 article-title: The role of uncertainties in aeolian risk assessment publication-title: Computational Methods in Stochastic Dynamics, Vol. 22 of Computational Methods in Applied Sciences – reference: Petrini F, Gkoumas K, Bontempi F, Damage and loss evaluation in the performance-based wind engineering. In: Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures – Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013, 2013. pp. 1791–1797. – year: 1980 ident: b0220 article-title: Development of a Probability Based Load Criteria for American National Standard A58 – reference: . – volume: 16 start-page: 47 year: 1994 end-page: 71 ident: b0015 article-title: System reliability and redundancy in structural design and evaluation publication-title: Struct Saf – reference: Ciampoli M, Petrini F. Performance-based design of structures under aeolian hazard. In: Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering, 2011. pp. 899–906. – volume: 81 start-page: 341 year: 2014 end-page: 348 ident: b0025 article-title: System reliabilities in steel structural frame design by inelastic analysis publication-title: Eng Struct – volume: 78 start-page: 145 year: 2014 end-page: 153 ident: b0135 article-title: Optimal performance-based design of non-linear stochastic dynamical rc structures subject to stationary wind excitation publication-title: Eng Struct – volume: 17 start-page: 829 year: 2013 end-page: 858 ident: b0070 article-title: Peer performance-based earthquake engineering methodology, revisited publication-title: J Earthquake Eng – volume: 28 start-page: 75 year: 2012 end-page: 84 ident: b0105 article-title: Performance-based aeolian risk assessment and reduction for tall buildings publication-title: Probab Eng Mech – year: 2016 ident: 10.1016/j.engstruct.2017.03.053_b0200 – volume: 81 start-page: 341 year: 2014 ident: 10.1016/j.engstruct.2017.03.053_b0025 article-title: System reliabilities in steel structural frame design by inelastic analysis publication-title: Eng Struct doi: 10.1016/j.engstruct.2014.10.003 – ident: 10.1016/j.engstruct.2017.03.053_b0060 – ident: 10.1016/j.engstruct.2017.03.053_b0205 – volume: 133 start-page: 311 issue: 3 year: 2007 ident: 10.1016/j.engstruct.2017.03.053_b0050 article-title: Performance-based engineering of constructed systems 1 publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2007)133:3(311) – ident: 10.1016/j.engstruct.2017.03.053_b0120 doi: 10.1201/b11332-136 – ident: 10.1016/j.engstruct.2017.03.053_b0175 – volume: 31 start-page: 627 issue: 3 year: 2002 ident: 10.1016/j.engstruct.2017.03.053_b0040 article-title: Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.146 – volume: 33 start-page: 367 issue: 6 year: 2011 ident: 10.1016/j.engstruct.2017.03.053_b0100 article-title: Performance-based wind engineering: towards a general procedure publication-title: Struct Saf doi: 10.1016/j.strusafe.2011.07.001 – ident: 10.1016/j.engstruct.2017.03.053_b0155 – volume: 4 start-page: 61 issue: 1 year: 2007 ident: 10.1016/j.engstruct.2017.03.053_b0165 article-title: Análise de torres metálicas submetidas à ação do vento: um estudo comparativo publication-title: Revista Sul-Americana de Engenharia Estrutural – volume: 17 start-page: 829 issue: 6 year: 2013 ident: 10.1016/j.engstruct.2017.03.053_b0070 article-title: Peer performance-based earthquake engineering methodology, revisited publication-title: J Earthquake Eng doi: 10.1080/13632469.2013.787377 – ident: 10.1016/j.engstruct.2017.03.053_b0210 – volume: 91 start-page: 1007 issue: 8 year: 2003 ident: 10.1016/j.engstruct.2017.03.053_b0195 article-title: Experimental study of the wind forces on rectangular latticed communication towers with antennas publication-title: J Wind Eng Ind Aerodyn doi: 10.1016/S0167-6105(03)00049-7 – ident: 10.1016/j.engstruct.2017.03.053_b0030 – ident: 10.1016/j.engstruct.2017.03.053_b0055 – ident: 10.1016/j.engstruct.2017.03.053_b0185 – ident: 10.1016/j.engstruct.2017.03.053_b0160 – ident: 10.1016/j.engstruct.2017.03.053_b0145 – volume: 128 start-page: 788 issue: 6 year: 2002 ident: 10.1016/j.engstruct.2017.03.053_b0150 article-title: Along-wind load effects on tall buildings: Comparative study of major international codes and standards publication-title: J Struct Eng ASCE doi: 10.1061/(ASCE)0733-9445(2002)128:6(788) – volume: 13 start-page: 159 issue: 3 year: 1994 ident: 10.1016/j.engstruct.2017.03.053_b0010 article-title: Proability-based codified design: past accomplishments and future challenges publication-title: Struct Saf doi: 10.1016/0167-4730(94)90024-8 – volume: 16 start-page: 47 issue: 1–2 year: 1994 ident: 10.1016/j.engstruct.2017.03.053_b0015 article-title: System reliability and redundancy in structural design and evaluation publication-title: Struct Saf doi: 10.1016/0167-4730(94)00027-N – volume: 23 start-page: 496 issue: 4 year: 2008 ident: 10.1016/j.engstruct.2017.03.053_b0005 article-title: Performance-based design in risk assessment and reduction publication-title: Probab Eng Mech doi: 10.1016/j.probengmech.2008.01.007 – ident: 10.1016/j.engstruct.2017.03.053_b0225 – volume: 28 start-page: 18 year: 2012 ident: 10.1016/j.engstruct.2017.03.053_b0230 article-title: A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty publication-title: Probab Eng Mech doi: 10.1016/j.probengmech.2011.08.007 – ident: 10.1016/j.engstruct.2017.03.053_b0110 doi: 10.1201/b16387-261 – volume: 45 start-page: 24 year: 2013 ident: 10.1016/j.engstruct.2017.03.053_b0085 article-title: Performance-based hurricane engineering (pbhe) framework publication-title: Struct Saf doi: 10.1016/j.strusafe.2013.07.002 – ident: 10.1016/j.engstruct.2017.03.053_b0090 – start-page: 187 year: 2011 ident: 10.1016/j.engstruct.2017.03.053_b0130 article-title: The role of uncertainties in aeolian risk assessment – volume: 114 start-page: 139 issue: 2 year: 2002 ident: 10.1016/j.engstruct.2017.03.053_b0215 article-title: Uncertainties in material and geometric strength and load variables publication-title: Naval Eng J doi: 10.1111/j.1559-3584.2002.tb00128.x – year: 1980 ident: 10.1016/j.engstruct.2017.03.053_b0220 – volume: 125 start-page: 453 issue: 4 year: 1999 ident: 10.1016/j.engstruct.2017.03.053_b0020 article-title: Wind load statistics for probability-based structural design publication-title: J Struct Eng ASCE doi: 10.1061/(ASCE)0733-9445(1999)125:4(453) – volume: 1 and 2 start-page: 973 year: 2003 ident: 10.1016/j.engstruct.2017.03.053_b0065 article-title: An overview of peer’s performance-based earthquake engineering methodology publication-title: Appl Stat Probab Civil Eng – start-page: 1618 year: 2011 ident: 10.1016/j.engstruct.2017.03.053_b0080 article-title: A preliminary proposal for a probabilistic performance-based hurricane engineering framework – volume: 28 start-page: 75 year: 2012 ident: 10.1016/j.engstruct.2017.03.053_b0105 article-title: Performance-based aeolian risk assessment and reduction for tall buildings publication-title: Probab Eng Mech doi: 10.1016/j.probengmech.2011.08.013 – volume: 52 start-page: 479 issue: 3 year: 2015 ident: 10.1016/j.engstruct.2017.03.053_b0235 article-title: A comparison between robust and risk-based optimization under uncertainty publication-title: Struct Multidiscip Optim doi: 10.1007/s00158-015-1253-9 – volume: 8 start-page: 954 issue: 10 year: 2012 ident: 10.1016/j.engstruct.2017.03.053_b0125 article-title: Performance-based wind design of tall buildings publication-title: Struct Infrastruct Eng – ident: 10.1016/j.engstruct.2017.03.053_b0180 – year: 2009 ident: 10.1016/j.engstruct.2017.03.053_b0095 – ident: 10.1016/j.engstruct.2017.03.053_b0115 doi: 10.1061/9780784412626.105 – ident: 10.1016/j.engstruct.2017.03.053_b0045 – volume: 48 start-page: 1 year: 2014 ident: 10.1016/j.engstruct.2017.03.053_b0140 article-title: Risk design optimization using many-objective evolutionary algorithm with application to performance-based wind engineering of tall buildings publication-title: Struct Saf doi: 10.1016/j.strusafe.2014.01.002 – volume: 50 start-page: 263 year: 1993 ident: 10.1016/j.engstruct.2017.03.053_b0190 article-title: Drag and aerodynamic interference on microwave dish antennas and their supporting towers publication-title: J Wind Eng Ind Aerodyn doi: 10.1016/0167-6105(93)90081-X – volume: 78 start-page: 145 year: 2014 ident: 10.1016/j.engstruct.2017.03.053_b0135 article-title: Optimal performance-based design of non-linear stochastic dynamical rc structures subject to stationary wind excitation publication-title: Eng Struct doi: 10.1016/j.engstruct.2014.07.047 – ident: 10.1016/j.engstruct.2017.03.053_b0075 – start-page: 209 year: 1995 ident: 10.1016/j.engstruct.2017.03.053_b0170 article-title: The response of slender structures to wind – volume: 23 start-page: 878 issue: 8 year: 2001 ident: 10.1016/j.engstruct.2017.03.053_b0035 article-title: Performance-based design in earthquake engineering: state of development publication-title: Eng Struct doi: 10.1016/S0141-0296(01)00036-0 |
| SSID | ssj0002880 |
| Score | 2.333458 |
| Snippet | •PBWE methodology applied to design of telecommunications steel tower.•Equivalent static and discrete dynamic wind load models lead to similar... Performance-based Wind Engineering (PBWE) is a novel design philosophy that aims to identify and quantify the uncertainties involved in structural design, in... |
| SourceID | proquest crossref elsevier |
| SourceType | Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 549 |
| SubjectTerms | Design Design engineering Latticed telecommunication tower Mathematical models Minimum cost Performance-based Engineering Performance-based Wind Engineering Philosophy Probabilistic analysis Probabilistic methods Reliability analysis Steel Structural design Structural engineering Structural reliability Studies Telecommunications towers Towers Uncertainty Wind effects Wind engineering Wind fields Wind power |
| Title | Performance-based design of steel towers subject to wind action |
| URI | https://dx.doi.org/10.1016/j.engstruct.2017.03.053 https://www.proquest.com/docview/1932355881 |
| Volume | 143 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LSwMxEA6lXvQgPrFaSw5eY_eRzcOLlGKpikXQQm8hj61UyrbQijd_u5N9tFaQHjxmSZZlkp35JvnyDUJXRtqYayaJ0Dol1HJGDMRhAqHQJCbUsjjRfRqw_pA-jJJRDXWruzCeVln6_sKn5966fNIurdmeTybtl5yiGEkGiMJr1njZbUq5X-XXX2uaRyTy6mm-M_G9NzheafZWyLR6jhfP1U6T-K8I9ctX5wGod4D2S-SIO8XHHaJamh2hvR96gsfo9nl9DYD4-OSwyxkaeDbGMJ3pFBdV0fDiw_gNGGjiT8jKcXG94QQNe3ev3T4pKyQQC7hmSRwVmieQ3erYQSyKLeADJ61hsRlDrmGFR1vcakhKQmM400kknJCUysBQy4L4FNWzWZaeIQxYIaVuPHYW8tRUxzoIjeTSCud0EFnTQKyyirKlfLivYjFVFU_sXa3Mqbw5VRArMGcDBauB80JBY_uQm8rsamMxKPDz2wc3q4lS5f-4UB6meiF5EZ7_590XaNe3_N5umDRRHTqklwBKlqaVr7oW2uncP_YH34_e4kA |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LT8JAEJ4gHNSD8RlR1D143dDSdtv1YgiRgDxiIiTcNvsoBkMKCRj_vrN9oJgYDh7b7jTN7Hbmm92ZbwDuFddeKBmnkZQx9XXIqEI_TNEVqkC5kmcnuoMh64z950kwKUGrqIWxaZW57c9semqt8zv1XJv15WxWf01TFBucIaKwnDVsDyqWnSooQ6XZ7XWGG4PciNIGanY8tQJbaV5x8pYxtdo0rzAlPA28v5zUL3Od-qD2MRzl4JE0s-87gVKcnMLhD0rBM3h8-a4EoNZFGWLSJA2ymBKc0XhOssZoZPWh7B4MXpJPDMxJVuFwDuP206jVoXmTBKoR2qyp8SMZBhjgSs-gO_I0QgTDtWKemmK4oSMLuEItMS5xlQqZDBqRibjvc0f5mjneBZSTRRJfAkG4EPtmOjUaQ9VYetJxFQ-5joyRTkOrKrBCK0LnDOK2kcVcFKli72KjTmHVKRxPoDqr4GwElxmJxm6Rh0LtYms9CDT1u4VrxUSJ_JdcCYtULZd85F795913sN8ZDfqi3x32ruHAPrFbvW5QgzIOjm8Qo6zVbb4GvwBV7uTx |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Performance-based+design+of+steel+towers+subject+to+wind+action&rft.jtitle=Engineering+structures&rft.au=Tessari%2C+Rodolfo+K.&rft.au=Kroetz%2C+Henrique+M.&rft.au=Beck%2C+Andr%C3%A9+T.&rft.date=2017-07-15&rft.pub=Elsevier+Ltd&rft.issn=0141-0296&rft.eissn=1873-7323&rft.volume=143&rft.spage=549&rft.epage=557&rft_id=info:doi/10.1016%2Fj.engstruct.2017.03.053&rft.externalDocID=S0141029616307076 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0141-0296&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0141-0296&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0141-0296&client=summon |