Results 171 to 180 of about 100,938 (307)

Experimental and Numerical Assessment of Flexural Behavior of CFRP-Strengthened Timber Beams. [PDF]

Polymers (Basel)
Muhaxheri M, Krasniqi E, Kabashi N, Murati Y, Mahmuti R.   +4 more
europepmc   +1 more source

Experimental and Analytical Investigation of Flexural Behavior of Carbon Nanotube Reinforced Textile Based Composites. [PDF]

Materials (Basel), 2023
Madenci E, Özkılıç YO, Aksoylu C, Asyraf MRM, Syamsir A, Supian ABM, Elizaveta B.   +6 more
europepmc   +1 more source

Damping Modification Factors for Pile–Induced Filtering Effect

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Period–dependent Damping Modification Factors are usually applied to the 5%–damped pseudo–acceleration response spectrum at free field conditions to derive the seismic demand for structures with damping ratio other than 5%. Likewise, the response spectrum at the foundation level of pile–supported structures may differ from the free field ...
Emmanouil Rovithis, Maria Iovino, Dimitris Sotiriadis, Raffaele Di Laora   +3 more
wiley   +1 more source

Flexural Behavior of Tightly Spliced Concrete Composite Slabs with Diagonal Reinforcement. [PDF]

Materials (Basel)
Zhang Z, Cai K, Yin J.
europepmc   +1 more source

Finite Element Analysis of Flexural Behavior of Shape Memory Alloy Hybrid Composites Laminates. [PDF]

Polymers (Basel), 2022
Xu L, Zhao J, Zhang X, Shi M, Wang Z.
europepmc   +1 more source

Low‐Cost Friction‐Based Force‐Limiting Connection With Reduced Sensitivity to Machining Tolerances and Accelerated Repairability

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT This paper presents a novel yet practical friction‐based structural component design for low‐damage earthquake‐resistant structures. The proposed connection design is based on a conventional slotted‐bolted configuration with the novelty being the use of loose steel washer plates to establish the friction‐sliding interface.
Kaixin Chen, Georgios Tsampras, Chung‐Che Chou, Huang‐Zuo Lin, Chi‐Jeng Wu, Alvaro Córdova, Chia‐Ming Uang, Shih‐Ho Chao   +7 more
wiley   +1 more source

Author Correction: Experimental and numerical study on flexural behavior of steel fiber reinforced high-strength concrete (SFRHC) beams. [PDF]

Sci Rep
Shi K, Gao Z.
europepmc   +1 more source

Experimental Investigation of the Effect of Steel Fibers on the Flexural Behavior of Corroded Prestressed Reinforced Concrete Beams. [PDF]

Materials (Basel), 2023
Hassanvand P, Rezaie F, Kioumarsi M.
europepmc   +1 more source

Analytical Floor Response Spectra for Performance‐Based Seismic Design of Non‐structural Elements in Reinforced Concrete Frame Buildings

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Damage to non‐structural elements significantly impacts the seismic performance of buildings in terms of economic and functionality losses. Consequently, performance‐based seismic design of non‐structural elements has become a key pillar of a comprehensive building‐seismic resilience strategy, for instance, through loss‐targeted earthquake ...
Roberto J. Merino, Roberto Gentile, Carmine Galasso   +2 more
wiley   +1 more source

Tensile and Flexural Behavior of Metal-Polymer Friction Stir Buttstrap Composite Panels. [PDF]

Polymers (Basel)
Correia AN, Braga DFO, Baptista R, Infante V.   +3 more
europepmc   +1 more source