Effects of using different arrangements and types of viscous dampers on seismic performance of intermediate steel moment frames in comparison with different …

RS Kaleybar, P Tehrani - Structures, 2021 - Elsevier
In this paper, the effect of using different passive control systems on the seismic performance
of an eight-story intermediate steel moment frame was investigated. For this purpose, ten …

Intensity measures for the seismic response prediction of mid-rise buildings with hysteretic dampers

J Donaire-Ávila, F Mollaioli, A Lucchini… - Engineering …, 2015 - Elsevier
Dampers are energy-dissipating devices widely applied for new and existing structures in
earthquake prone areas. Among the different types of devices, hysteretic dampers are …

Single and combined use of friction-damped and base-isolated systems in ordinary buildings

AH Deringöl, EM Güneyisi - Journal of Constructional Steel Research, 2020 - Elsevier
This study addresses the nonlinear seismic responses of ordinary moment frame building
upgraded with a series of passive protective systems. To this, friction damper (FD) as an …

Probabilistic seismic loss estimation via endurance time method

E Tafakori, S Pourzeynali, HE Estekanchi - Earthquake Engineering and …, 2017 - Springer
Abstract Probabilistic Seismic Loss Estimation is a methodology used as a quantitative and
explicit expression of the performance of buildings using terms that address the interests of …

Seismic retrofit design and risk assessment of an irregular thermal power plant building

J Wang, K Dai, B Li, B Li, Y Liu, Z Mei… - The Structural Design …, 2020 - Wiley Online Library
Electric power system is one of essential lifeline systems for an urban community. An actual
power plant building with typical coal‐fired power generation process is selected to be …

Proposed time-dependent approach to seismic loss evaluation through the life cycle of a structure

M Khalilian, H Shakib, MC Basim - Structures, 2022 - Elsevier
In this paper, an efficient time-dependent approach to seismic loss evaluation is proposed to
calculate the probability distribution function of the life cycle cost of a structure. In the current …

Experimental study on seismic retrofitting of reinforced concrete frames using welded concrete-filled steel tubes

KM Ro, MS Kim, YH Lee - Applied Sciences, 2020 - mdpi.com
Buildings constructed with non-seismic details are at risk of damage and collapse when an
earthquake occurs due to a lack of strength, stiffness, and ductility. For reinforced concrete …

[PDF][PDF] Decision-making analysis for seismic retrofit based on risk management

This paper presents a methodology to make informed decisions for SEISMIC RETROFIT ting
considering RISK MANAGEMENT and EXPECTED ECONOMIC BENEFIT based on seismic …

[图书][B] A retrofitting framework for pre-Northridge steel moment-frame buildings

AB Bjornsson - 2014 - search.proquest.com
Abstract In the 1994 M w 6.7 Northridge and 1995 M w 6.9 Kobe earthquakes, steel moment-
frame buildings were exposed to an unexpected flaw. The commonly utilized welded …

Fast seismic life cycle cost optimization of steel moment frames to improve seismic performance

H Mirzaei, K Nasserasadi - KSCE Journal of Civil Engineering, 2019 - Springer
This study presents a fast method of Life Cycle Cost (LCC) optimization of structures. One of
the main obstacles to implementation of seismic lice cycle cost optimization is the time …