Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Pennung Warnitchai"'
Autor:
Teraphan Ornthammarath, Amorntep Jirasakjamroonsri, Patinya Pornsopin, Rajesh Rupakhety, Nakhorn Poovarodom, Pennung Warnitchai, Tun Tun Tha Toe
Publikováno v:
Geoenvironmental Disasters, Vol 10, Iss 1, Pp 1-18 (2023)
Abstract Background The Bangkok Basin has been known from non-instrumental observations of the local population to be subject to ground motion amplification due to the deep alluvial sediments and basin geometry. This study analyzes available seismic
Externí odkaz:
https://doaj.org/article/0ad0122e8c0c40efa0fa4642b175b7bf
Autor:
Phichaya Suwansaya, Pennung Warnitchai
Publikováno v:
Buildings, Vol 13, Iss 3, p 670 (2023)
Nonlinear response history analysis (NLRHA) is considered the most accurate procedure for evaluating the seismic performance of high-rise buildings. However, it requires considerable expertise and analysis time, making it inappropriate for some appli
Externí odkaz:
https://doaj.org/article/18635a57954b4b54897fcca30078676b
Publikováno v:
ASEAN Journal on Science and Technology for Development, Vol 24, Iss 4, Pp 369-386 (2017)
This paper presents a nonlinear finite element analysis of non-seismically detailed RC beam column connections under reversed cyclic load. The test of half-scale nonductile reinforced concrete beam-column joints was conducted. The tested specimens re
Externí odkaz:
https://doaj.org/article/01dcb046bac74523aa62ac6bdb950e6d
Autor:
Pennung Warnitchai, Ima Muljati
Publikováno v:
Civil Engineering Dimension, Vol 9, Iss 1, Pp 33-41 (2007)
The performance of Modal Pushover Analysis (MPA) in predicting the inelastic seismic response of multi-span concrete bridges is investigated. The bridge is subjected to lateral forces distributed proportionally over the span of the bridge in accordan
Externí odkaz:
https://doaj.org/article/50e8b34764334238aecb182183b46d02
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 28, Iss 5, Pp 1033-1048 (2006)
Seismic capacity evaluation of post-tensioned concrete slab-column frame buildings designed only for gravity loads and wind load is presented. The series of nonlinear pushover analyses are carried out by using the computer program SAP2000. An equival
Externí odkaz:
https://doaj.org/article/b72d406256fc48fd8937b6400f336d71
Publikováno v:
Bulletin of Earthquake Engineering. 20:3941-3969
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::396cd033d3641a3f8087a0796bbfcd68
https://doi.org/10.1007/s10518-022-01351-w
https://doi.org/10.1007/s10518-022-01351-w
Autor:
Chung Han Chan, Suwith Kosuwan, Xuhua Shi, Myo Thant, Yu Wang, Phuong Hong Nguyen, Teraphan Ornthammarath, Le Minh Nguyen, Pennung Warnitchai
Publikováno v:
Earthquake Spectra. 36:69-90
We present an evaluation of the 2018 Northern Southeast Asia Seismic Hazard Model (NSAHM18) based on a combination of smoothed seismicity, subduction zone, and fault models. The smoothed seismicity is used to model observed distributed seismicity fro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d34306585fbad4fc00870f97f833804d
https://doi.org/10.1177/8755293020942528
https://doi.org/10.1177/8755293020942528
Autor:
Shahab Uddin, Pennung Warnitchai
Publikováno v:
Natural Hazards. 102:1475-1496
Infrastructures are the most important aspect of any urban system. Properly planned infrastructures are critical for ensuring services and protecting an urban system from disasters. The fire resilience of an urban system depends on the number and loc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::828cb760df2304cdfd3c9c50b4ccee67
https://doi.org/10.1007/s11069-020-03981-2
https://doi.org/10.1007/s11069-020-03981-2
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 172:391-406
A study of the performance evaluation of non-seismically designed buildings in Thailand is summarised and a simple methodology for quicker estimation of their seismic demands is presented. Using six case study high-rise buildings (20 to 44 storeys) a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e63dd08be5026b9e339e7323058f7d52
https://doi.org/10.1680/jstbu.16.00088
https://doi.org/10.1680/jstbu.16.00088
Publikováno v:
Engineering Structures. 180:295-309
Among various analysis methods, response spectrum analysis (RSA) is widely used to compute design forces of structures subjected to earthquake loading. Previous studies indicate that using a single response modification factor (R) to reduce elastic f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13fcc320b2163bdc578b4b5dc729bb68
https://doi.org/10.1016/j.engstruct.2018.11.022
https://doi.org/10.1016/j.engstruct.2018.11.022