Performance of timber buildings under high wind loads

Timber structures often represent the largest percentage of structures built in regions at greatest risk of hurricanes and other high wind events. In countries in which wood structures are common, they often comprise the majority of residential, light commercial, and other low‐rise structures. This...

Full description

Saved in:
Bibliographic Details
Published inProgress in structural engineering and materials Vol. 4; no. 3; pp. 286 - 290
Main Author Rosowsky, David V
Format Journal Article
LanguageEnglish
Published Chichester, UK John Wiley & Sons, Ltd 01.07.2002
Subjects
design
structural engineering
wind loads
wood-frame structures
Online AccessGet full text
ISSN1365-0556
1528-2716
DOI10.1002/pse.115

Cover

Abstract Timber structures often represent the largest percentage of structures built in regions at greatest risk of hurricanes and other high wind events. In countries in which wood structures are common, they often comprise the majority of residential, light commercial, and other low‐rise structures. This paper addresses some of the important issues in the performance of wood buildings subject to high wind loads. Implications for design are addressed and recent and on‐going research is discussed. Developments in the codes and standards areas and future research directions also are discussed.
AbstractList Timber structures often represent the largest percentage of structures built in regions at greatest risk of hurricanes and other high wind events. In countries in which wood structures are common, they often comprise the majority of residential, light commercial, and other lowrise structures. This paper addresses some of the important issues in the performance of wood buildings subject to high wind loads. Implications for design are addressed and recent and ongoing research is discussed. Developments in the codes and standards areas and future research directions also are discussed.
Timber structures often represent the largest percentage of structures built in regions at greatest risk of hurricanes and other high wind events. In countries in which wood structures are common, they often comprise the majority of residential, light commercial, and other low‐rise structures. This paper addresses some of the important issues in the performance of wood buildings subject to high wind loads. Implications for design are addressed and recent and on‐going research is discussed. Developments in the codes and standards areas and future research directions also are discussed.
Author Rosowsky, David V
Author_xml – sequence: 1
  givenname: David V
  surname: Rosowsky
  fullname: Rosowsky, David V
  email: David.Rosowsky@orst.edu
  organization: Department of Wood Science and Engineering, Oregon State University, Corvallis, OR 97331-5751, USA
BookMark eNp10E1Lw0AQBuBFFGyr-Bdy0oOk7mSzm-SotVahaMGPgpdlk520q2lSdxNq_72RFA-ip5mBh5fh7ZP9siqRkBOgQ6A0uFg7HALwPdIDHsR-EIHYb3cmuE85F4ek79wbpa2ltEf4DG1e2ZUqM_Sq3KvNKkXrpY0ptCkXzmtK3d5Ls1h6G1Nqr6iUdkfkIFeFw-PdHJDnm_HT6NafPkzuRpdTP4OIcz8PFVMQaq6SOASELFKhFhwRMElpHNAwynJIMcSU5zpVGgRQHkeBBso4S9iAnHa5a1t9NOhquTIuw6JQJVaNk0EkWBII1kK_g5mtnLOYy8zUqjZVWVtlCglUfpcj23JkW07rz375tTUrZbd_yPNObkyB2_-YnD2OO737w7gaP3-0su9SRCzicn4_kVfiZTS9fgU5Z1_hfYLj
CitedBy_id crossref_primary_10_1061__ASCE_0733_9445_2008_134_8_1353
crossref_primary_10_1061_AJRUA6_0001161
crossref_primary_10_1061__ASCE_ST_1943_541X_0000178
crossref_primary_10_1108_17595901111149132
Cites_doi 10.1016/S0167-6105(97)00289-4
10.1061/(ASCE)0733-9445(2000)126:8(944)
10.1061/(ASCE)0733-9445(2002)128:1(32)
10.1061/(ASCE)1076-0431(1997)3:4(156)
10.1061/(ASCE)0887-3828(1997)11:4(168)
10.12989/was.2000.3.3.143
10.1016/0167-6105(94)90023-X
10.1016/0167-6105(94)00008-2
10.1016/S0167-6105(01)00061-7
10.1061/(ASCE)0733-9445(2002)128:1(39)
ContentType Journal Article
Copyright Copyright © 2002 John Wiley & Sons, Ltd.
Copyright_xml – notice: Copyright © 2002 John Wiley & Sons, Ltd.
DBID BSCLL
AAYXX
CITATION
7SM
8FD
FR3
DOI 10.1002/pse.115
DatabaseName Istex
CrossRef
Earthquake Engineering Abstracts
Technology Research Database
Engineering Research Database
DatabaseTitle CrossRef
Earthquake Engineering Abstracts
Technology Research Database
Engineering Research Database
DatabaseTitleList Earthquake Engineering Abstracts
CrossRef
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1528-2716
EndPage 290
ExternalDocumentID 10_1002_pse_115
PSE115
ark_67375_WNG_B6VCLDZ1_W
Genre reviewArticle
GroupedDBID .Y3
0R~
123
1OC
24P
31~
4.4
5VS
8-1
AAHHS
AAXRX
AAZKR
ABCUV
ABIJN
ABJNI
ACAHQ
ACBWZ
ACCFJ
ACCZN
ACPOU
ACXBN
ACXQS
ADEOM
ADMGS
ADOZA
AEEZP
AEQDE
AEUQT
AFBPY
AFGKR
AFPWT
AFZJQ
AIURR
AIWBW
AJBDE
ALMA_UNASSIGNED_HOLDINGS
ALUQN
AMYDB
ASPBG
AVWKF
AZFZN
BDRZF
BFHJK
BRXPI
BSCLL
CO8
CS3
DCZOG
DRFUL
DRSTM
EBS
EJD
F21
FEDTE
GNP
HGLYW
HVGLF
KQQ
LATKE
LAW
LEEKS
LH4
LITHE
LOXES
LUTES
LYRES
MRFUL
MRSTM
MSFUL
MSSTM
MXFUL
MXSTM
O9-
QB0
ROL
RWI
W99
WIH
WIK
XPP
XV2
ZZTAW
AANHP
ACCMX
ACRPL
ACYXJ
ADNMO
AAYXX
AGQPQ
CITATION
1OB
7SM
8FD
AAMMB
AEFGJ
AGXDD
AIDQK
AIDYY
FR3
ID FETCH-LOGICAL-c1755-f4a3a14d5a9841e1c7a4d65ee1e9b082047cf1be4eb5fdbad16105872d1035393
IEDL.DBID 24P
ISSN 1365-0556
IngestDate Thu Sep 04 16:19:49 EDT 2025
Tue Jul 01 02:54:34 EDT 2025
Thu Apr 24 22:56:11 EDT 2025
Wed Jan 22 16:17:21 EST 2025
Wed Oct 30 09:47:55 EDT 2024
IsPeerReviewed false
IsScholarly false
Issue 3
Language English
License http://onlinelibrary.wiley.com/termsAndConditions#vor
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c1755-f4a3a14d5a9841e1c7a4d65ee1e9b082047cf1be4eb5fdbad16105872d1035393
Notes ark:/67375/WNG-B6VCLDZ1-W
istex:AB79256E02F198CF8A1AC0F48C2F09200B549350
ArticleID:PSE115
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
PQID 27639263
PQPubID 23500
PageCount 5
ParticipantIDs proquest_miscellaneous_27639263
crossref_citationtrail_10_1002_pse_115
crossref_primary_10_1002_pse_115
wiley_primary_10_1002_pse_115_PSE115
istex_primary_ark_67375_WNG_B6VCLDZ1_W
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2002-07
July/September 2002
2002-07-00
20020701
PublicationDateYYYYMMDD 2002-07-01
PublicationDate_xml – month: 07
  year: 2002
  text: 2002-07
PublicationDecade 2000
PublicationPlace Chichester, UK
PublicationPlace_xml – name: Chichester, UK
PublicationTitle Progress in structural engineering and materials
PublicationTitleAlternate Prog. Struct. Engng Mater
PublicationYear 2002
Publisher John Wiley & Sons, Ltd
Publisher_xml – name: John Wiley & Sons, Ltd
References Sill BL & Kozlowski RT. Analysis of storm damage factors for low rise structures. Journal of Performance of Constructed Facilities, (ASCE) 1997: 11(4): 168-177.
AF&PA. Load and Resistance Factor Design Manual for Engineered Wood Construction. Washington, DC: American Forest and Paper Association 1996.
Rosowsky DV & Schiff SD. Mismatched expectations, objectives, and performance requirements for wood-frame construction in high-wind regions. Wood Design Focus 2001: 11(2): 13-16.
Crandell JH, Farkas W, Lyons JM & Freeborne W. Near-ground wind and its characterization for engineering applications. Wind and Structures 2000: 3(3): 143-158.
Huang Z, Rosowsky DV & Sparks PR. Hurricane simulation techniques for the evaluation of wind speeds and expected insurance losses. Journal of Wind Engineering and Industrial Aerodynamics 2001: 89: 605-617.
Sparks PR, Schiff SD & Reinhold TA. Wind damage to envelopes of houses and consequent insurance losses. Journal of Wind Engineering and Industrial Aerodynamics 1994: 53: 145-155.
Stathopoulos T. Wind pressures on low buildings with parapets. Journal of Structural Engineering (ASCE) 1982: 108(12): 2723-2736.
AF&PA. National Design Specification for Wood Construction. Washington, DC: American Forest & Paper Association 1997.
Reed T, Rosowsky D & Schiff S. Uplift capacities of rafter to top-plate connections in light-frame construction. Journal of Architectural Engineering (ASCE) 1997: 3(4): 156-163.
Stewart MG, Rosowsky DV & Huang Z. Risk-cost-benefit analysis for retrofit of residential construction. ASCE Natural Hazards Review 2002 to be Published.
Filiatrault A & Folz B. Performance-based seismic design of wood framed buildings. Journal of Structural Engineering (ASCE) 2002: 128(1): 39-47.
Fang C & Sill BL. Pressure distribution on a low-rise building model subjected to a family of boundary layers. Journal of Wind Engineering and Industrial Aerodynamics 1995: 56: 87-105.
Rosowsky DV & Ellingwood BR. Performance-based engineering of wood frame housing: a fragility analysis methodology. Journal of Structural Engineering (ASCE) 2002: 128(1): 32-38.
Jia Y, Sill BL & Reinhold TA. Effects of surface roughness element spacing on boundary layer velocity profile parameters. Journal of Wind Engineering and Industrial Aerodynamics 1998: 73: 215-230.
Kumar KS & Stathopoulos T. Wind loads on low building roofs: a stochastic perspective. Journal of Structural Engineering, ASCE, 2000: 126(8): 944-956.
1997; 11
1982; 108
2000
2000; 126
2000; 3
1995; 56
2002; 128
1997
1996
1995
1993
1992
2002
2001; 11
2001; 89
1998; 73
1997; 3
1994; 53
Stathopoulos T (e_1_2_1_15_2) 1982; 108
e_1_2_1_22_2
e_1_2_1_23_2
e_1_2_1_20_2
e_1_2_1_26_2
e_1_2_1_24_2
Stewart MG (e_1_2_1_12_2) 2002
e_1_2_1_25_2
e_1_2_1_28_2
e_1_2_1_29_2
Rosowsky DV (e_1_2_1_21_2) 2000
e_1_2_1_6_2
Rosowsky DV (e_1_2_1_27_2) 2001; 11
e_1_2_1_30_2
e_1_2_1_7_2
e_1_2_1_4_2
e_1_2_1_5_2
e_1_2_1_2_2
e_1_2_1_11_2
e_1_2_1_3_2
e_1_2_1_10_2
e_1_2_1_31_2
e_1_2_1_16_2
e_1_2_1_13_2
e_1_2_1_14_2
e_1_2_1_19_2
e_1_2_1_8_2
e_1_2_1_17_2
e_1_2_1_9_2
e_1_2_1_18_2
References_xml – reference: Jia Y, Sill BL & Reinhold TA. Effects of surface roughness element spacing on boundary layer velocity profile parameters. Journal of Wind Engineering and Industrial Aerodynamics 1998: 73: 215-230.
– reference: Reed T, Rosowsky D & Schiff S. Uplift capacities of rafter to top-plate connections in light-frame construction. Journal of Architectural Engineering (ASCE) 1997: 3(4): 156-163.
– reference: Huang Z, Rosowsky DV & Sparks PR. Hurricane simulation techniques for the evaluation of wind speeds and expected insurance losses. Journal of Wind Engineering and Industrial Aerodynamics 2001: 89: 605-617.
– reference: AF&PA. Load and Resistance Factor Design Manual for Engineered Wood Construction. Washington, DC: American Forest and Paper Association 1996.
– reference: Rosowsky DV & Schiff SD. Mismatched expectations, objectives, and performance requirements for wood-frame construction in high-wind regions. Wood Design Focus 2001: 11(2): 13-16.
– reference: Filiatrault A & Folz B. Performance-based seismic design of wood framed buildings. Journal of Structural Engineering (ASCE) 2002: 128(1): 39-47.
– reference: Stewart MG, Rosowsky DV & Huang Z. Risk-cost-benefit analysis for retrofit of residential construction. ASCE Natural Hazards Review 2002 to be Published.
– reference: Kumar KS & Stathopoulos T. Wind loads on low building roofs: a stochastic perspective. Journal of Structural Engineering, ASCE, 2000: 126(8): 944-956.
– reference: Sill BL & Kozlowski RT. Analysis of storm damage factors for low rise structures. Journal of Performance of Constructed Facilities, (ASCE) 1997: 11(4): 168-177.
– reference: AF&PA. National Design Specification for Wood Construction. Washington, DC: American Forest & Paper Association 1997.
– reference: Fang C & Sill BL. Pressure distribution on a low-rise building model subjected to a family of boundary layers. Journal of Wind Engineering and Industrial Aerodynamics 1995: 56: 87-105.
– reference: Rosowsky DV & Ellingwood BR. Performance-based engineering of wood frame housing: a fragility analysis methodology. Journal of Structural Engineering (ASCE) 2002: 128(1): 32-38.
– reference: Sparks PR, Schiff SD & Reinhold TA. Wind damage to envelopes of houses and consequent insurance losses. Journal of Wind Engineering and Industrial Aerodynamics 1994: 53: 145-155.
– reference: Stathopoulos T. Wind pressures on low buildings with parapets. Journal of Structural Engineering (ASCE) 1982: 108(12): 2723-2736.
– reference: Crandell JH, Farkas W, Lyons JM & Freeborne W. Near-ground wind and its characterization for engineering applications. Wind and Structures 2000: 3(3): 143-158.
– year: 2002
  article-title: Risk‐cost‐benefit analysis for retrofit of residential construction
  publication-title: ASCE Natural Hazards Review
– volume: 108
  start-page: 2723
  issue: 12
  year: 1982
  end-page: 2736
  article-title: Wind pressures on low buildings with parapets
  publication-title: Journal of Structural Engineering
– volume: 56
  start-page: 87
  year: 1995
  end-page: 105
  article-title: Pressure distribution on a low‐rise building model subjected to a family of boundary layers
  publication-title: Journal of Wind Engineering and Industrial Aerodynamics
– volume: 11
  start-page: 168
  issue: 4
  year: 1997
  end-page: 177
  article-title: Analysis of storm damage factors for low rise structures
  publication-title: Journal of Performance of Constructed Facilities
– year: 1996
– year: 2000
– volume: 3
  start-page: 156
  issue: 4
  year: 1997
  end-page: 163
  article-title: Uplift capacities of rafter to top‐plate connections in light‐frame construction
  publication-title: Journal of Architectural Engineering
– volume: 11
  start-page: 13
  issue: 2
  year: 2001
  end-page: 16
  article-title: Mismatched expectations, objectives, and performance requirements for wood‐frame construction in high‐wind regions
  publication-title: Wood Design Focus
– start-page: 458
  year: 1996
  end-page: 465
– volume: 126
  start-page: 944
  issue: 8
  year: 2000
  end-page: 956
  article-title: Wind loads on low building roofs: a stochastic perspective
  publication-title: Journal of Structural Engineering
– year: 1992
– start-page: 111
  year: 1993
  end-page: 124
– volume: 128
  start-page: 39
  issue: 1
  year: 2002
  end-page: 47
  article-title: Performance‐based seismic design of wood framed buildings
  publication-title: Journal of Structural Engineering
– volume: 128
  start-page: 32
  issue: 1
  year: 2002
  end-page: 38
  article-title: Performance‐based engineering of wood frame housing: a fragility analysis methodology
  publication-title: Journal of Structural Engineering
– start-page: 471
  year: 1996
  end-page: 478
– year: 2002
– start-page: 466
  year: 1996
  end-page: 470
– volume: 3
  start-page: 143
  issue: 3
  year: 2000
  end-page: 158
  article-title: Near‐ground wind and its characterization for engineering applications
  publication-title: Wind and Structures
– year: 1997
– start-page: 67
  year: 2000
  end-page: 83
– year: 1995
– start-page: 1045
  year: 1996
  end-page: 1052
– year: 1993
– volume: 73
  start-page: 215
  year: 1998
  end-page: 230
  article-title: Effects of surface roughness element spacing on boundary layer velocity profile parameters
  publication-title: Journal of Wind Engineering and Industrial Aerodynamics
– volume: 53
  start-page: 145
  year: 1994
  end-page: 155
  article-title: Wind damage to envelopes of houses and consequent insurance losses
  publication-title: Journal of Wind Engineering and Industrial Aerodynamics
– volume: 89
  start-page: 605
  year: 2001
  end-page: 617
  article-title: Hurricane simulation techniques for the evaluation of wind speeds and expected insurance losses
  publication-title: Journal of Wind Engineering and Industrial Aerodynamics
– ident: e_1_2_1_11_2
– volume: 11
  start-page: 13
  issue: 2
  year: 2001
  ident: e_1_2_1_27_2
  article-title: Mismatched expectations, objectives, and performance requirements for wood‐frame construction in high‐wind regions
  publication-title: Wood Design Focus
– ident: e_1_2_1_14_2
– ident: e_1_2_1_24_2
  doi: 10.1016/S0167-6105(97)00289-4
– ident: e_1_2_1_4_2
  doi: 10.1061/(ASCE)0733-9445(2000)126:8(944)
– ident: e_1_2_1_17_2
– ident: e_1_2_1_25_2
– ident: e_1_2_1_8_2
– volume: 108
  start-page: 2723
  issue: 12
  year: 1982
  ident: e_1_2_1_15_2
  article-title: Wind pressures on low buildings with parapets
  publication-title: Journal of Structural Engineering
– start-page: 67
  volume-title: Wind Performance and Safety of Wood Buildings
  year: 2000
  ident: e_1_2_1_21_2
– ident: e_1_2_1_5_2
– ident: e_1_2_1_13_2
– ident: e_1_2_1_30_2
– ident: e_1_2_1_6_2
– ident: e_1_2_1_29_2
  doi: 10.1061/(ASCE)0733-9445(2002)128:1(32)
– ident: e_1_2_1_9_2
– ident: e_1_2_1_18_2
  doi: 10.1061/(ASCE)1076-0431(1997)3:4(156)
– ident: e_1_2_1_7_2
  doi: 10.1061/(ASCE)0887-3828(1997)11:4(168)
– year: 2002
  ident: e_1_2_1_12_2
  article-title: Risk‐cost‐benefit analysis for retrofit of residential construction
  publication-title: ASCE Natural Hazards Review
– ident: e_1_2_1_22_2
  doi: 10.12989/was.2000.3.3.143
– ident: e_1_2_1_2_2
  doi: 10.1016/0167-6105(94)90023-X
– ident: e_1_2_1_16_2
– ident: e_1_2_1_3_2
  doi: 10.1016/0167-6105(94)00008-2
– ident: e_1_2_1_20_2
– ident: e_1_2_1_19_2
– ident: e_1_2_1_23_2
– ident: e_1_2_1_26_2
– ident: e_1_2_1_10_2
  doi: 10.1016/S0167-6105(01)00061-7
– ident: e_1_2_1_31_2
– ident: e_1_2_1_28_2
  doi: 10.1061/(ASCE)0733-9445(2002)128:1(39)
SSID ssj0010000
Score 1.3047003
Snippet Timber structures often represent the largest percentage of structures built in regions at greatest risk of hurricanes and other high wind events. In countries...
SourceID proquest
crossref
wiley
istex
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 286
SubjectTerms design
structural engineering
wind loads
wood-frame structures
Title Performance of timber buildings under high wind loads
URI https://api.istex.fr/ark:/67375/WNG-B6VCLDZ1-W/fulltext.pdf
https://onlinelibrary.wiley.com/doi/abs/10.1002%2Fpse.115
https://www.proquest.com/docview/27639263
Volume 4
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwjV1LS8NAEF60vehBfGJ87qH0FprH7qY5am0V0VLQ2uJl2c1uQCxJaVr057uTRx-I4CmHzGxg9jEz2ZnvQ6ihIhYFQGgS09ABUO3Alp4O7UAZ70iY9hiF5uTnPnsYkscxHa9RfRX4EMsfbrAz8vMaNriQWWsFGjrNtNnvdBvVobEWyAs8MlheIMA5XLVcAV5M0S8Lqq1SccMR1cGm3xtR5nqsmjub3j7aK6NEfFNM6wHa0skh2l3DDjxCdLAq-cdpjOcfQO2BZUlznWHoDpthgCPGXybxxpNUqOwYDXvd186DXXIg2JFx7NSOifCFSxQVYZu42o0CQRSjWrs6lOC-SRDFrtRESxorKZSJ4BzaDjzlOj71Q_8E1ZI00acIR0w5ikSSmSSChH4ckrZymNEhOpYx8yzUrAzCoxIgHHgqJryANva4sZzJGKhlxqoEpwUmxm-RZm7R5Xsx-4QSsoDyUf-e37K3ztPdu8tHFrquTM7NwobbCpHodJFxz5x8ocd8CzXymfjrU3zw0jWPs_-JnaOdnM8lL7i9QLX5bKEvTVgxl1f5AvoBpZ_IjQ
linkProvider Wiley-Blackwell
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwjV1LT8JAEN4oHNSD8Rnriz0Qbg197G7pURFEBUIiCPGy6Xa3iZFQQiH6891pyyvGxFMPnWmT2Xnt7sw3CJVlyEIPBppE1LcAVNszhaN805M6OhKmHEahObnTZa0BeR7RUV5VCb0wGT7E6sANLCP112DgcCBdXaOGThOlDZ7uoiLRWTlotEN6qxsEcMTLnisAjMkaZoG1mjNuRaIiCPV7K83cTFbTaNM8Qod5mojvsnU9RjtqcoIONsADTxHtrWv-cRzh-QfM9sAin3OdYGgPm2HAI8ZfeueNx3EgkzM0aDb69ZaZD0EwQx3ZqRmRwA1sImng14it7NALiGRUKVv5AuI38cLIFoooQSMpAqlTOIvWPEfalktd3z1HhUk8URcIh0xakoSC6V0E8d3IJzVpMc1DVCQi5hioshQID3OEcBhUMeYZtrHDteT0loEa-ltLwmkGivGbpJJKdPU-mH1CDZlH-bD7yO_ZW7398G7zoYFKS5FzrdlwXRFMVLxIuKNdn-8w10DldCX--hXvvTb04_J_ZCW01-p32rz91H25QvvpcJe0-vYaFeazhbrROcZc3KbK9AObkMwC
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwjV1JSwMxFA7aguhBXLFuzaH0NnSWJNM5ahe3Wga0tngJk0kCYumULujPN29muiGCpzlMkoGX5C3z3vs-hCoyZrEPhCaaBjaAavuWcFVg-dJYR8KUyyg0Jz932X2PPA7oYI3qK8OHWP5wg5uR6mu44GOpayvQ0PFUmftOt1ERUn1QzeeScJlAAD28aLkCvJisXxam1vKJG4aoCDL93vAy133V1Ni0D9B-7iXim2xbD9GWGh2hvTXswGNEw1XJP040nn0AtQcWOc31FEN32AQDHDH-MoE3HiaRnJ6gXrv12ri3cg4EKzaGnVqaRF7kEEmjoE4c5cR-RCSjSjkqEGC-iR9rRyiiBNVSRNJ4cDat-650bI96gXeKCqNkpM4Qjpm0JYkFM0EECTwdkLq0mZlDlBaauSVUXQiExzlAOPBUDHkGbexyIzkTMdCSWWsxcJxhYvweUk0lunwfTT6hhMynvN-947fsrdFpvju8X0Llhci5OdiQrYhGKplPuWs0X-Ayr4Qq6U789SkevrTM4_x_w8poJ2y2eeeh-3SBdlNql7T29hIVZpO5ujIexkxcp2fpB4RGyys
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+of+timber+buildings+under+high+wind+loads&rft.jtitle=Progress+in+structural+engineering+and+materials&rft.au=Rosowsky%2C+David+V&rft.date=2002-07-01&rft.issn=1365-0556&rft.volume=4&rft.issue=3&rft.spage=286&rft.epage=290&rft_id=info:doi/10.1002%2Fpse.115&rft.externalDBID=NO_FULL_TEXT
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1365-0556&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1365-0556&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1365-0556&client=summon