Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Waleed Abo El-Wafa Mohamed"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-15
Most design codes evaluate the non-linear seismic performance of structures using the response reduction/modification factor (R). The value of R is sensitive to a variety of factors in terms of overall ductility and over-strength. In this work, actua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5de81b7e9e9463ae6b47a52d81c4c66
https://doi.org/10.1680/jstbu.22.00146
https://doi.org/10.1680/jstbu.22.00146
Publikováno v:
Arabian Journal for Science and Engineering. 47:12333-12348
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95b936f9ebea9035e2ad23143fcaf2f3
https://doi.org/10.1007/s13369-021-06376-y
https://doi.org/10.1007/s13369-021-06376-y
Most international design codes consider the nonlinear seismic performance of a structure by the concept of reduction/modification factor (R). Then, an elastic static force-based method can be normally used for seismic design to create earthquake res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31ed034b3c69c7970691c5e80408ee5c
https://doi.org/10.21203/rs.3.rs-1141410/v1
https://doi.org/10.21203/rs.3.rs-1141410/v1
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 42:629-651
Retrofitting the seismically deficient structures before earthquakes provides a feasible approach toimprove their load carrying capacity and reducing their vulnerability. This study presents ananalytical assessment investigation on hollow block slab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f6ac58f8928befac0103aae6146aacc
https://doi.org/10.21608/jesaun.2014.115015
https://doi.org/10.21608/jesaun.2014.115015
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 40:701-721
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa219e96d9af9b6a02fa76e10a0a77e4
https://doi.org/10.21608/jesaun.2012.114405
https://doi.org/10.21608/jesaun.2012.114405
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 37:1081-1097
In the concept of lateral seismic design there are three famous analysis methods. These methods include the equivalent static load (ESL), modal response spectrum (MRS) and time history analysis (THA). In this study, the variation in the resulted base
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3f277c0c59b9bbdf515916b79f62c97
https://doi.org/10.21608/jesaun.2009.127861
https://doi.org/10.21608/jesaun.2009.127861
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 37:1063-1079
The last edition of the Egyptian Code of Loads (ECOL) was released by the end of year 2008. The seismic provisions in this edition are almost completely different compared with those in the 1993 edition while some specific changes are presented relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0f71b3fdf742bf4f9fd650403a62ece
https://doi.org/10.21608/jesaun.2009.127860
https://doi.org/10.21608/jesaun.2009.127860
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 37:859-884
The last edition of the Egyptian Code of Loads (ECOL) was released by the end of year 2008. The seismic provisions in this edition are almost completely different compared with those in the 1993 edition while some specific changes are presented relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79c25e8937fc7e1e9674623ceaa8afa0
https://doi.org/10.21608/jesaun.2009.127757
https://doi.org/10.21608/jesaun.2009.127757
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 37:521-541
Masonry infill (MI) walls confined by Reinforced concrete (RC) frames play a crucial role, either positive or negative, in altering the lateral capacity of buildings they are applied to. In this study, a nonlinear numerical investigation on the later
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89ecfa2ece9192abf0b0cf9f47560543
https://doi.org/10.21608/jesaun.2009.126483
https://doi.org/10.21608/jesaun.2009.126483
Autor:
Waleed Abo El-Wafa Mohamed
Publikováno v:
JES. Journal of Engineering Sciences. 37:29-49
Although the reinforced concrete frame-infill systems are used throughout the world, they are rarely included in the numerical analysis of the structures. In this study, the effect of the infill walls on the natural period is investigated. Equivalent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f26c219569c01ba62e4e14cdadcc9d9
https://doi.org/10.21608/jesaun.2009.120325
https://doi.org/10.21608/jesaun.2009.120325