Results 81 to 90 of about 1,123 (192)

Evaluation of Appropriate Hysteresis Model for Nonlinear Dynamic Analysis of Existing Reinforced Concrete Moment Frames. [PDF]

Materials (Basel), 2021
Son JK, Lee CH.
europepmc   +1 more source

Analytical evaluation of shear link capacity in EBF: Beam-truss action analogy

Results in Engineering
This study introduces a simple analogical method to predict the ultimate shear-link strength of the eccentrically braced steel frame (EBF) system. Prior research highlighted the discrepancies between measured and predicted shear link strength in existing
Abdullah Alghossoon, Suhib Almarashdeh, Muhannad Alasiri, Ahmad Tarawneh   +3 more
doaj   +1 more source

Optimal Design of Seismic Resistant RC Columns. [PDF]

Materials (Basel), 2020
Foraboschi P.
europepmc   +1 more source

The Realization of Clinker-Reduced, Performance-Based Sustainable Concrete by the Micro-Filler, Eco-Filler Concept. [PDF]

Materials (Basel), 2021
Juhart J, Autischer M, Sakoparnig M, Krüger M.   +3 more
europepmc   +1 more source

Influence of the designer-assumed cyclic hardening parameters on the overstrength of austenitic stainless steel links

Thin-walled structures, 2023
Lucy Lázaro, R. Chacón
semanticscholar   +1 more source

Seismic Performance of Reinforced Concrete Non-Prismatic Columns

Journal of Engineering
This paper investigates the potential enhancement of the seismic performance of reinforced concrete square columns by modifying their geometry from prismatic to non-prismatic, while maintaining the same volume.
Jabbar Abdalaali Kadhim, Salah R. Al.Zaidee , Hayder Amer Al-Baghdadi   +2 more
doaj   +1 more source

Self-Centering Steel-Timber Hybrid Shear Wall: Experimental Test and Parametric Analysis. [PDF]

Materials (Basel), 2020
Cui Y, Chen F, Li Z, Qian X.
europepmc   +1 more source

Methodical Investigations on Seismic Retrofitting of Steel Plate Shear Wall Systems

Buildings
An efficient retrofitting technique is expected to improve the seismic performance of a lateral force-resisting system without increasing the seismic demand on the structure, which can unfavorably lead to irreparable damages during a seismic event.
Tadeh Zirakian
doaj   +1 more source

Evaluation of seismic parameters of intermediate concrete moment-resisting frames by Ibarra-Krawinkler method [PDF]

مهندسی و مدیریت ساخت
The purpose of this project was to evaluate the values of the seismic parameters proposed by the codes for reinforced concrete buildings with a lateral bearing system of the intermediate moment-resisting frame. For this purpose, 3 concrete frames of 3, 6
Iman Hakamian
doaj  

Numerical Simulations to Predict the Seismic Performance of a 2-Story Steel Moment-Resisting Frame. [PDF]

Materials (Basel), 2020
Tartaglia R, D'Aniello M, Landolfo R.
europepmc   +1 more source