全部文献期刊会议图书|学者科研项目
中外文文献  中文文献  外文文献
作者:Pattamad Panedpojaman , Suchart Limkatanyu , Wichairat Kaewjuea
来源:[J].Arabian Journal for Science and Engineering, 2017, Vol.42 (9), pp.3779-3798
摘要: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 techniques. Furthermore, the ...
作者:Pattamad Panedpojaman , Thaksin Thepchatri , Suchart Limkatanyu
来源:[J].Thin-Walled Structures(IF 1.231), 2019, Vol.145
摘要:Abstract(#br)A calculation of the elastic buckling load for cellular columns with multiple circular openings is required to determine their axial load capacity. Due to the complexity of column geometry and shear effects, the available methods to analyze the elastic buckling load ...
作者:Suchart Limkatanyu , Woraphot Prachasaree ...
来源:[J].International Journal of Concrete Structures and Materials, 2019, Vol.13 (1), pp.1-19
摘要: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 reinforcement. This column...
作者:Pattamad Panedpojaman , Thaksin Thepchatri , Suchart Limkatanyu
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2015, Vol.112, pp.10-21
摘要:Abstract(#br)The Vierendeel bending is the dominant failure mode of steel beams with openings. The Vierendeel mechanism involves three interacting drivers, namely the axial force, the shear force and the Vierendeel bending moment. This study proposes an alternative design method ...
作者:Suchart Limkatanyu , Woraphot Prachasaree ...
来源:[J].International Journal of Concrete Structures and Materials, 2019, Vol.13 (1), pp.1-19
摘要:Abstract(#br)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 reinforcement. This co...
作者:... Sitthichai Piriyakootorn , Athawit Sangsrijun , Suchart Limkatanyu
来源:[J].International Journal of Polymer Science(IF 0.765), 2015, Vol.2015
摘要:Fiber reinforced polymer (FRP) composites are gaining acceptance in concrete structural applications due to their high ratio of strength/stiffness to self-weight and corrosion resistance. This study focused on the structural behavior and the performance of concrete columns intern...
作者:... Attapon Sangkaew , Suchart Limkatanyu , Hota V. S. GangaRao
来源:[J].International Journal of Polymer Science(IF 0.765), 2015, Vol.2015
摘要:Because of high strength and stiffness to low self-weight ratio and ease of field installation, fiber reinforced polymer (FRP) composite materials are gaining popularity as the materials of choice to replace deteriorated concrete bridge decks. FRP bridge deck systems with lo...
作者:Suchart Limkatanyu , Enrico Spacone
来源:[J].Computers and Structures(IF 1.509), 2005, Vol.84 (13), pp.942-954
摘要:Abstract(#br)This paper presents the theory and the numerical validation of three different formulations of nonlinear frame elements with nonlinear lateral deformable supports. The governing differential equations of the problem are derived first and the three different fini...
作者:Suchart Limkatanyu , Kittisak Kuntiyawichai , Enrico Spacone
来源:[J].Engineering Structures(IF 1.713), 2009, Vol.31 (9), pp.1976-1986
摘要:Abstract(#br)This paper discusses the importance of modeling soil–pile interaction in the response of reinforced concrete (RC) piles. A displacement-based, RC beam–column fiber model with distributed lateral deformable supports is presented first. The formulation is general ...
作者:... Minho Kwon , Wooyoung Jung , Suchart Limkatanyu
来源:[J].Construction and Building Materials(IF 2.293), 2013, Vol.43, pp.563-574
摘要:Abstract(#br)This paper performs experimental and numerical studies on the seismic performance of non-seismically detailed RC columns retrofitted with the proposed GFRP strengthening device. The primary goal of this study was to improve the shear strength and ductility of weak-in...

我们正在为您处理中,这可能需要一些时间,请稍等。

资源合作:cnki.scholar@cnki.net, +86-10-82896619   意见反馈:scholar@cnki.net

×