Results 141 to 150 of about 224,924 (357)
Seismic response analysis of random truss structures [PDF]
This paper presents an approach called random factor method (RFM) for the random vibration analysis of seismic response of random truss structures. A truss bridge with random material parameters and geometric dimensions are considered to illustrate the ...
Gao, W.
core
Cosmic signatures in earth's seismic tremor?
Even in absence of earthquakes, each site on earth experiences continuous elastic vibrations which are mostly traced to the non-linear interactions of sea waves.
Mulargia, Francesco
core +1 more source
Abstract This paper presents a numerical and experimental study aimed at the modeling and dynamic characterization of the reinforced concrete structure of the Palazzetto dello Sport in Rome, designed and by Pier Luigi Nervi with Annibale Vitellozzi, and built by Nervi & Bartoli contractors in 1956‐57.
Jacopo Ciambella +2 more
wiley +1 more source
Effect of Depth on the Seismic Response of Square Tunnels
Ulas Cilingir, Spg Madabhushi
openalex +2 more sources
Robustness assessment of reinforced concrete structures for different failure scenarios
Abstract This study describes the robustness assessment of 3D reinforced concrete structures analyzing the response of the 2D frames in different design configurations and failure scenarios. The structures are characterized by both frames with wide beams and seismic‐resistant frames with deep beams.
E. Miceli +2 more
wiley +1 more source
Railway bridges are continuously loaded by railway trains; therefore, it is important to understand the nonlinear seismic response of the Vehicle-Bridge Interaction (VBI) system under strong earthquakes.
Ke Chen, Zhibin Jin, Haoyuan Yang
doaj +1 more source
Risk‐Based Multiobjective Optimal Seismic Design for RC Piers Using the Response Surface Method and NSGA‐II [PDF]
Sicong Hu +4 more
openalex +1 more source
Abstract A total of four reinforced concrete (RC) columns were tested to compare the structural capacities of RC columns produced by natural perlite aggregates and conventional concrete. The structural performance of the RC columns made from natural perlite aggregates was compared to conventional RC columns regarding the same concrete strength levels ...
Sefa Atlı +6 more
wiley +1 more source
Seismic Pounding Response of Neighboring Structure using Various Codes with Soil-Structure Interaction effects: Focus on Separation Gap [PDF]
Ganesh Awchat +4 more
openalex +1 more source

