Development of analytical seismic fragility functions for the common buildings in Iran

Z Karim Zadeh, M Ghafory-Ashtiany, A Kalantari… - Bulletin of Earthquake …, 2022 - Springer
One of the main components for develo** regional seismic risk models is the fragility
functions of common building types. Due to the differences between the national design …

A new steel framing system for seismic protection of timber platform frame buildings. Implementation with hysteretic energy dissipators

F López‐Almansa, E Segués… - … & Structural Dynamics, 2015 - Wiley Online Library
This paper describes a new seismic protection system for timber platform frame buildings,
either for new construction or retrofit. The system consists in connecting the timber frame to a …

Numerical study of the effect of geometric arrangement of the truss on the response modification factor of the special truss moment frame (STMF)

M Sadeghpour, VR Kalatjari, H Pahlavan - SN Applied Sciences, 2021 - Springer
The purpose of the present study was to investigate the effect of the geometric arrangement
of the trusses on the response modification factor of the special truss moment frame. For this …

Assessment on the deflection amplification factor of steel buckling-restrained bracing frames

M Mahmoudi… - Advances in Structural …, 2022 - journals.sagepub.com
Researchers in the field of earthquake engineering are always looking for new ways to
improve the seismic behavior of structures. The buckling-restrained brace (BRB) is one of …

[PDF][PDF] Evaluating the overstrength of concentrically braced steel frame systems considering members post-buckling strength

M Mahmoudi, M Zaree - 2011 - sid.ir
Inelastic deformation of structural components is generally acceptable in seismic design. In
such behavior, the strength of structures increases while plastic hinges are formed in …

[PDF][PDF] Evaluation du facteur de comportement de structures en portique de béton armé sur la base d'analyses statique et dynamique non linéaires

A Louzai - 2016 - ummto.dz
Le facteur de comportement R (noté q dans le code parasismique européen, l'Eurocode 8)
de structures en portique en béton armé est évalué sur la base d'analyse comparative entre …

[PDF][PDF] Análisis del Factor de Reducción Sísmica, Efectos en el Desempeño Sísmico y Propuesta de Valores Refinados para Edificios Duales de 5 a 8 Niveles en la …

BA Bustamante Mora - 2015 - repositorio.ucsm.edu.pe
Estado Actual del Diseño Sísmico en Nuestro País y El Extranjero El Desempeño Sísmico
Aplicando la Técnica del Pushover L Factor de Reducción Sísmica Validación de Modelos …

Seismic protection of timber platform frame building structures with hysteretic energy dissipators: feasibility study

E Segués Aguasca, F López Almansa… - Proceedings World …, 2014 - upcommons.upc.edu
This paper describes a feasibility study of new hysteretic energy dissipators for seismic
protection of timber platform frame buildings, either for retrofit or for new construction. The …

Modified force/displacement-based procedure for performance-based seismic design of regular RC frames

SHN ElKassas - 2019 - fount.aucegypt.edu
Performance-based seismic design has been the thrust of international research on
earthquake engineering for the past 20 years. The major decisive factor for the success of its …

[PDF][PDF] Study on the effects of rupture directivity on seismic behaviour of hybrid skeletal systems of eccentrically braced frames with knee rods

S Kiaeinejad, A Meshkat-Dini, A Massumi - Journal of Structural and …, 2020 - jsce.ir
The dual steel resistant skeleton is one of the functional structural systems for resisting
against lateral forces induced by earthquakes that in addition to the enhanced ductility …