Results 281 to 290 of about 66,482 (331)
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Seismic Behavior of Eccentrically Braced Steel Building
Journal of Structural Engineering, 1989A full-scale eccentrically braced dual frame building is tested under the U.S.-Japan Cooperative Earthquake Research Program Utilizing Large-Size Testing Facilities. The strength of the building is almost three times greater than the design capacity based on the 1979 and 1982 UBC provisions.
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Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns
Journal of Structural Engineering, 2004Beam columns of concrete-filled steel tubular (CFT) columns are designed using a design formula established by the Architectural Institute of Japan (AIJ). However, the scope of the formula in the current AIJ standard is limited to ordinary material strengths, and a rational mathematical model which makes it possible to reproduce load-deformation ...
Toshiaki Fujimoto +3 more
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Behavior of strengthened concrete slab under eccentric compressive load
World Journal of Engineering, 2021Purpose The purpose of this study is experimental research of the mechanical behavior of slab reinforced by cork composite patch submitted to an eccentric progressive compressive load applied to on impact rectangle of dimensions 28 × 23 cm2. An analytical model and numerical modeling by finite elements are performed.
Bouamra Youcef +2 more
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Behavior of skirted strip footing under eccentric load
2009Construction of vertical skirt at the base of the footing, to confine the underlying soil and generate a soil resistance on skirt side that helps the footing to resist sliding, is one of the recognized bearing capacity improvement techniques. In this research, laboratory investigation combined with numerical analysis was performed to study the behavior
Saleh N.M., Elleboudy A.M., Elsaied A.E.
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Behavior of confined concrete under eccentric loading.
2009The objective of the research program reported in this thesis was to establish characteristics of confined concrete under a strain gradient. Both experimental and analytical research were conducted. Twelve large scale columns were tested under monotonically increasing eccentric compression. The level of eccentricity was the main variable.
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Behavior of Webs under Eccentric Compressive Edge Loads
1992Webs of rolled and built-up beams can be subjected to local in-plane and eccentric compressive edge loads. For practical and/or economic reasons, transverse stiffeners are to be avoided or minimized. Most of the research to-date has addressed the web behavior under in-plane loads, and has been of experimental nature. This paper reports the experimental
Mohamed Elgaaly, Raghuvir K. Salkar
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Compression and Tension Behavior of Eccentrically Loaded Members
2015In an eccentrically loaded member, the axial compressive load N c or axial tension load N t is applied at an eccentricity e0 on the member (Fig. 6.1a), which is equivalent to the combination of an axial load and bending moment M = N c e0 or M = N t e0 (Fig. 6.1b).
Xianglin Gu, Xianyu Jin, Yong Zhou
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Behavior of Grout Sleeve Connections under Eccentric Cyclic Load
Advanced Materials Research, 2011The grout sleeve connection offers important complement to traditional steel tube connections and is increasingly applied in structures. To acquire the connection’s behavior under eccentric cyclic load, study and tests were conducted at Tongji University on two specific types of grout sleeve connections which were identical except for some construction
Rui Long Han, Wei Xing Shi, Dan Wei
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Behavior of FRP Jacketed Concrete Columns under Eccentric Loading
Journal of Composites for Construction, 2001This paper describes a study on the behavior of fiber-reinforced polymer (FRP) jacketed square concrete columns subjected to eccentric loading. The effect of strain gradient on the behavior of concrete columns confined by the FRP jacket was investigated through experimental and numerical analysis methods.
Azadeh Parvin, Wei Wang
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Behavior of Eccentrically Braced Frame by Pseudo‐Dynamic Test
Journal of Structural Engineering, 1987The performance of an eccentrically braced frame designed to yield in shear is investigated by the pseudo‐dynamic test. This relatively new experimental technique is suitably modified to account for the effect of inherent Coulomb damping in the structure.
Balendra, Thambirajah +3 more
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