Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Jaruek Teerawong"'
Publikováno v:
Engineering and Applied Science Research, Vol 47, Iss 2, Pp 137-144 (2020)
On the basis of strut-and-tie models (STMs) in accordance with international concrete codes such as ACI 318-14, AASHTO LRFD, CSA A23.3, Eurocode2 and fibMC 2010, a safety-based evaluation of shear design methods for RC deep beams was performed and is
Externí odkaz:
https://doaj.org/article/fecf4d6496be41be970f6b1fe2129327
Publikováno v:
Engineering and Applied Science Research, Vol 46, Iss 1, Pp 18-25 (2019)
On the basis of the modified Kupfer and Gerstle’s biaxial failure criterion ofconcrete, amodified interactive strut-and-tie model (MISTM) to predict the nominal shear strength of RC corbels was derived and is proposed in this paper. The MISTM inclu
Externí odkaz:
https://doaj.org/article/0b18af1db0a84860a7ee680516863e5a
Publikováno v:
International Journal of Technology, Vol 7, Iss 7, Pp 1171-1178 (2016)
This study investigates brick types and masonry prisms under compressive loading according to ASTM C1314–14 as the basic parameters for evaluating lateral resistance of masonry infill walls and to compare compressive strength amongst various bri
Externí odkaz:
https://doaj.org/article/992068177bbf472c8fe9e3e50542e943
Publikováno v:
KKU Engineering Journal, Vol 42, Iss 3, Pp 219-225 (2015)
Because of nonlinear strain distributions caused either by abrupt changes in geometry or in loading in deep beam, the approach for conventional beams is not applicable. Consequently, strut-and-tie model (STM) has been applied as the most rational and
Externí odkaz:
https://doaj.org/article/8fe9368a252b472ea4949615ddd07b47
Publikováno v:
Structures. 45:284-298
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46a46f229f9a5b59871e15afefbca52a
https://doi.org/10.1016/j.istruc.2022.08.116
https://doi.org/10.1016/j.istruc.2022.08.116
Publikováno v:
Bulletin of Earthquake Engineering. 18:1525-1546
Based on the Kupfer failure envelope of concrete, an analytical model called the “interactive strut-and-tie model” (ISTM) for predicting the joint shear capacity of exterior beam–column joints (EBCJs) was formulated and is presented in this stu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b08b2c83151e67a6ff06a944f960343
https://doi.org/10.1007/s10518-019-00756-4
https://doi.org/10.1007/s10518-019-00756-4
Publikováno v:
KSCE Journal of Civil Engineering. 23:3372-3382
A safety assessment of various methods for designing RC (reinforced concrete) pile caps, consisting of the traditional and strut-and-tie methods (STMs) available in the international concrete codes of practice and state-of-the-art literature, was con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b93af3f5ac6e36aefce799cce045648f
https://doi.org/10.1007/s12205-019-0079-1
https://doi.org/10.1007/s12205-019-0079-1
Publikováno v:
Engineering Structures. 256:114042
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcef0be2c04da85903a3e712bf48ea76
https://doi.org/10.1016/j.engstruct.2022.114042
https://doi.org/10.1016/j.engstruct.2022.114042
Publikováno v:
International Journal of Technology, Vol 7, Iss 7, Pp 1171-1178 (2016)
This study investigates brick types and masonry prisms under compressive loading according to ASTM C1314–14 as the basic parameters for evaluating lateral resistance of masonry infill walls and to compare compressive strength amongst various brick
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2e89a7916d5d3fac7bef0f5d70a481ab
http://ijtech.eng.ui.ac.id/article/view/303
http://ijtech.eng.ui.ac.id/article/view/303
Publikováno v:
Computers and Concrete. 14:19-40
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5f0e139beb7fe30fa5f9f7e3b5db9d5
https://doi.org/10.12989/cac.2014.14.1.019
https://doi.org/10.12989/cac.2014.14.1.019