Search Results - "Tariverdilo, Saeed"

Performance of Fully Restrained Welded Beam-Column Connections Subjected to Column Loss by Salmasi, Alireza, Sheidaii, Mohammad Reza, Tariverdilo, Saeed

“…The beam-column connections are known as a fundamental component in steel moment-resisting frames. The present investigation studies the progressive collapse…”
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A practical wave flume layout to test reflective models without any need for an active absorption system by Mahjouri, Saeed, Pashazanousi, Saeed, Shabani, Rasoul, Tariverdilo, Saeed

“…Introducing a new flume layout with bottom-mounted wavemaker in the presence of fully reflective model, this paper investigates how it could be effectively…”
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Experimental and Numerical Study of a Tube in Tube Force Limiting Device by Ghalejoughi, Jafar, Sheidaii, Mohammad Reza, Tariverdilo, Saeed

“…The buckling and sudden capacity loss of the compression member can be prevented using a proposed tube in tube force limiting device (TTFLD). In this way, the…”
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Experimental investigation of parallel restrainers effects on buckling-restrained thin steel plate shear walls by Aminifar, Farzin, Sheidaii, Mohammad Reza, Tariverdilo, Saeed

“…A novel, simple to apply, and economic buckling restrainer system is introduced for steel plate shear walls. The shear wall panel is restrained by parallel…”
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Vulnerability of ordinary moment resistant concrete frames by Barkhordary, Mohammad, Tariverdilo, Saeed

“…The effects of structural modeling （bar slip in lap splice）, ground motion selection process （epsilon effect） and size of a structure （number of bays and…”
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Seismic pullout behavior of cast-in-place anchor bolts embedded in plain concrete: Damage plasticity based analysis by Shafei, Erfan, Tariverdilo, Saeed

“…The seismic pullout strength of the cast-in-place anchor bolts embedded in the plain concrete is a function of the accumulated tensile damage during the load…”
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Vibration of submerged floating tunnels under asynchronous support excitation by Akbarzadeh, Neda, Tariverdilo, Saeed, Emamyari, Alireza

“…In recent years, submerged floating tunnels (SFT) have received considerable attention due to the growing increase of traffic volume and travel time. SFT…”
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Application of Codes Performance‐Based Design Procedures for a Tall Building Using Recorded and Spectrally Modified Ground Motions by Rezaei, Rahim, Tariverdilo, Saeed, Sheidaii, Mohammad Reza, Khodabandehlou, Ashkan

“…Summary There is a growing tendency toward the performance‐based design of tall buildings, where any assessment using response history analysis requires a set…”
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Effect of Debonding of Rebars on the Seismic Response of Boundary Elements of Lightly Reinforced Shear Walls by Afshin Hossein Sharifzadeh, Saeed Tariverdilo

“…Rebar fracture in boundary elements of lightly reinforced shear walls in recent earthquakes motivated research on the minimum longitudinal reinforcement of…”
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Effect of Deformed and Plain Rebars on the Behavior of Lightly Reinforced Boundary Elements by Mohammad Ali Pourakbar, Saeed Tariverdilo

“…In recent earthquakes common failure modes of lightly reinforced shear walls includes rebar fracture and out of plane buckling of boundary elements. In latest…”
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Effect of fully restrained beam-to-column connection on the progressive collapse strength of steel moment frames by Salmasi, Alireza, Sheidaii, Mohammad Reza, Saghaie Sahebalzaman, Mohammad, Tariverdilo, Saeed

“…The beam-to-column connection has been identified as a key element for steel frame structures to maintain the structural integrity during progressive collapse…”
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Localization Analysis of Reinforced Concrete Members with Softening Behavior by Khaloo, Ali R, Tariverdilo, Saeed

“…This paper presents a method of analysis for evaluating the softening behavior of reinforced concrete (RC) members. To obtain mesh objective results, a…”
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Localization analysis in softening RC frame structures by Khaloo, Ali R., Tariverdilo, Saeed

“…This paper discusses the sensitivity of softening reinforced concrete frame structures to the changes in input ground motion and investigates the possibility…”
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