Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Asad Esmaeily"'
Publikováno v:
Fibers, Vol 3, Iss 4, Pp 539-559 (2015)
This research program is intended to verify the influence of using distributed external U-wrap CFRP anchorage to shift the failure mode from overall debonding to sectional flexural failure for concrete beams externally bonded with CFRP sheets. Premat
Externí odkaz:
https://doaj.org/article/27f24028cd56444a91ca8aa2561fcfca
Publikováno v:
Journal of Engineering Science and Technology Review, Vol 6, Iss 3, Pp 153-159 (2013)
This paper describes a finite element analysis of geosynthetic reinforced embankment constructed on soft cohesive foundation under partially drained condition. The behaviour of embankment and foundation soils were simulated using the hyperbolic har
Externí odkaz:
https://doaj.org/article/97e3e211ed784750a15c78ca3a650a94
Autor:
SHAHIN NAYYERI AMIRI, ASAD ESMAEILY
Publikováno v:
Journal of Engineering Science and Technology, Vol 5, Iss 3, Pp 251-263 (2010)
A developed method, based on the varitional principles in combination with the finite difference technique, is applied to determine the dynamic characteristics of rectangular panels having stiffeners in both directions. The strain and kinetic energy
Externí odkaz:
https://doaj.org/article/d1bb8baea0d3486aa5f2ebd56f981ce5
Publikováno v:
2010 Annual Conference & Exposition Proceedings.
Publikováno v:
Engineering Structures. 148:813-828
A method for seismic retrofit of beam-column joints, designed without seismic considerations and reinforced by plain bars, is examined. The method, already applied to connections reinforced by deformed bars, has been modified for joints with plain ba
Autor:
Fatemeh Shirmohammadi, Asad Esmaeily
Publikováno v:
Computers and Concrete. 17:353-386
Realistic assessment of the performance of reinforced concrete structural members like columns is needed for designing new structures or maintenance of the existing structural members. This assessment requires analytical capability of employing prope
Publikováno v:
Engineering Structures. 106:484-494
While Cross’ method enabled scientifically based structural design of integral bridges (IB) a similar progress in understanding and analyzing the relevant complex soil structure interaction has not been made yet. This hampers a wider adoption of IB
Publikováno v:
The Structural Design of Tall and Special Buildings. 25:375-393
SUMMARY This study considers the effect of detailing of an interior beam to column connection with unequal beam depths on seismic performance of special moment-resisting frame (SMRF), which has not explicitly been taken into account, despite its poss
Autor:
Asad Esmaeily, Fatemeh Shirmohammadi
Publikováno v:
Engineering Structures. 99:63-77
Accurate and realistic assessment of the performance of columns in general and those in critical locations that may cause progressive failure of the entire structure, in particular, is significantly important. This performance is affected by the load
Publikováno v:
Engineering Structures. 212:110517
This paper reports the results of an analytical, experimental and a numerical study (proof of concept study) on a proposed method for extracting the pseudo-free-vibration response of a structure using ambient vibration, usually of a random nature, as