Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Sejal P. Dalal"'
Publikováno v:
Materials Today: Proceedings. 62:6998-7001
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f447a5540228ba74e376b9cc7f4909e
https://doi.org/10.1016/j.matpr.2021.12.542
https://doi.org/10.1016/j.matpr.2021.12.542
Autor:
Sejal P. Dalal, Kandarp Desai, Dhairya Shah, Sanjay Prajapati, Purvang Dalal, Vimal Gandhi, Atindra Shukla, Ravi Vithlani
Publikováno v:
Asian Journal of Civil Engineering. 23:39-52
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d33a093fab797a4d4ce45dfcf8d2d565
https://doi.org/10.1007/s42107-021-00407-7
https://doi.org/10.1007/s42107-021-00407-7
Publikováno v:
Journal of Materials and Engineering Structures, Vol 2, Iss 4, Pp 168-179 (2015)
In the Performance Based Plastic design method, the failure is predetermined; making it famous throughout the world. But due to lack of proper guidelines and simple stepwise methodology, it is not quite popular in India. In this paper, stepwise desig
Externí odkaz:
https://doaj.org/article/032dbb1a56ec49299ecb690d6349390a
Autor:
Purvang Dalal, Sejal P. Dalal
Publikováno v:
Structures. 29:1154-1164
A 20 storied Reinforced Concrete (RC) Moment Resisting Frame (MRF) has been analysed and designed by Force Based Design (FBD) method and the Performance Based Plastic Design (PBPD) method. The PBPD frames were designed for all the three performance l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7f44e12ed6b94d7a97a4bba4127d4ce
https://doi.org/10.1016/j.istruc.2020.11.029
https://doi.org/10.1016/j.istruc.2020.11.029
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811646164
This study presents seismic performance and vulnerability assessment of a 20-storied reinforced concrete (RC) building designed by direct displacement-based design (DDBD) and conventional force-based design (FBD) approach as per Indian Standard codes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11fbc48e184b8b2edfe3297fa834f4ba
https://doi.org/10.1007/978-981-16-4617-1_10
https://doi.org/10.1007/978-981-16-4617-1_10
Publikováno v:
Resources, Conservation & Recycling Advances. 14:200076
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23262b97accef8caf9051f55d2f89aac
https://doi.org/10.1016/j.rcradv.2022.200076
https://doi.org/10.1016/j.rcradv.2022.200076
Autor:
Sejal P. Dalal
Publikováno v:
International Journal of Recent Technology and Engineering. 8:997-1001
Comparative study of 5, 10 and 15 storied steel Concentrically Braced Frames (CBF) designed by Performance Based Plastic Design (PBPD) method and Force Based Design (FBD) method is presented here. The parameters selected for comparison of the frames
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddd924cceccf2541984908dea0dd2179
https://doi.org/10.35940/ijrte.b1115.0782s619
https://doi.org/10.35940/ijrte.b1115.0782s619
Publikováno v:
Journal of The Institution of Engineers (India): Series A. 100:367-379
A set of 4-, 8-, 12-, and 15-storied reinforced concrete moment resisting frames were analysed and designed by direct displacement-based design method and performance-based plastic design method. The design spectra of Indian Standard IS 1893:2016 hav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87754359e2577762d3cd14647b241657
https://doi.org/10.1007/s40030-019-00373-z
https://doi.org/10.1007/s40030-019-00373-z
Autor:
Sejal P. Dalal, Purvang Dalal
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811599750
Present study assesses the seismic fragility of a set of 4, 8, 12, and 15 storied reinforced concrete (RC) moment resisting frames which were analysed and designed by direct displacement-based design (DDBD) method and performance-based plastic design
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4eb6b8c8bb8b939fea719e69a08caf46
https://doi.org/10.1007/978-981-15-9976-7_11
https://doi.org/10.1007/978-981-15-9976-7_11
Publikováno v:
Procedia Engineering. 173:1862-1869
Effect of increasing ductility factors on the performance of a steel moment resisting frame has been studied. The frame has been designed for ductility factors 2,3,4,5 and 6 using the performance based plastic design method which is based on the “s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3350a8842a9fed9cfb1f4c8c47247a17