Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Pattamad Panedpojaman"'
Publikováno v:
Journal of Applied and Computational Mechanics, Vol 10, Iss 4, Pp 754-769 (2024)
Due to lack of a design resistance for cellular beam-columns under the axial-shear-flexure interaction, the design interaction resistances were investigated through a validated finite element analysis. The beam-columns are simply supported and subjec
Externí odkaz:
https://doaj.org/article/449f54f356d341239e4613560f166708
Autor:
Worathep Sae-Long, Suchart Limkatanyu, Pattamad Panedpojaman, Woraphot Prachasaree, Nattapong Damrongwiriyanupap, MInho Kwon, Chayanon Hansapinyo
Publikováno v:
Journal of Applied and Computational Mechanics, Vol 7, Iss 1, Pp 148-164 (2021)
Non-ductile reinforced concrete (RC) members are common in the existing RC frame buildings with the old seismic code (lightly and inadequately detailed transverse reinforcement) and may suffer shear failure or flexure-shear failure. To investigate th
Externí odkaz:
https://doaj.org/article/ef15e8304f5e4c32973edaf4fa0662bd
Autor:
Worathep Sae-Long, Suchart Limkatanyu, Woraphot Prachasaree, Suksun Horpibulsuk, Pattamad Panedpojaman
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-19 (2019)
Abstract This paper presents and emphasizes the essence of inclusion of shear response and shear–flexural interaction in the investigation of reinforced concrete (RC) columns characterized by light and inadequately (substandard) detailed transverse
Externí odkaz:
https://doaj.org/article/e5940c3a6dac42b1b6fa3886f5bf79b7
Publikováno v:
Sustainability; Volume 14; Issue 21; Pages: 14530
The purpose of this article was to investigate the influence of uncertain soil parameters on slope stability problems using the probability method. The most important soil instability is probably the inherent spatial variability of soil properties an
Autor:
Pattamad Panedpojaman, Worathep Sae-Long, Woraphot Prachasaree, Suchart Limkatanyu, Suksun Horpibulsuk
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-19 (2019)
This paper presents and emphasizes the essence of inclusion of shear response and shear–flexural interaction in the investigation of reinforced concrete (RC) columns characterized by light and inadequately (substandard) detailed transverse reinforc
Publikováno v:
Engineering Structures. 177:785-794
Tuned liquid column dampers (TLCDs) and liquid column vibration absorbers (LCVAs) are good substitutes for mechanical dampers to counter seismic activity exerted to tall buildings. The existing simplified effective length method could predict good re
Publikováno v:
Construction and Building Materials. 172:387-395
The residual concrete strength is required for evaluating the safety of reinforced concrete structures after fire. Based on the surface hardness of concrete, a rebound hammer test has been used to evaluate the compressive strength at the ambient temp
Publikováno v:
Arabian Journal for Science and Engineering. 42:3779-3798
While prescriptive methods are used in design, the fire resistance of a reinforced concrete structure can be assessed by combined heat transfer and structural analysis. However, available numerical codes to simulate heat transfer use complicated tech
Publikováno v:
Engineering Structures. 236:112060
Cellular member use in buildings has increased. However, studies on the load bearing capacity of cellular columns or beam-columns are still lacking. This study aimed to examine efficiency of using EN 1993-1-1 and ANSI/AISC 360-16 to design the load b
Publikováno v:
Archives of Civil and Mechanical Engineering. 16:753-766
Specimens of reinforced concrete (RC) cantilever beams connected by a welded plate joint to an RC main beam were investigated. Load tests and fire tests were conducted to examine structural behavior and fire resistance of the joint. Under flexural lo