On optimal lead rubber base-isolation design for steel moment frames using value-based seismic design approach

A Rahgozar, HE Estekanchi, SA Mirfarhadi - Soil Dynamics and Earthquake …, 2023 - Elsevier
This paper employs the framework of value-based seismic design to optimize the
geometrical and mechanical properties of lead rubber bearings (LRBs). An optimization …

Seismic response of base-isolated buildings: exploring isolator properties

Y Domadzra, M Bhandari, M Hasan - Asian Journal of Civil Engineering, 2024 - Springer
This paper examines the impact of LRB and FPS-bearing isolator properties on the seismic
behaviour of base-isolated buildings. A systematic analysis of various factors crucial to the …

On optimal triple friction pendulum base-isolation design for steel moment-frame buildings employing value-based seismic design methodology

A Rahgozar, HE Estekanchi, SA Mirfarhadi - Journal of Building …, 2023 - Elsevier
This paper uses the value-based seismic design methodology to optimize the mechanical
and geometrical properties of triple friction pendulum bearings (TFPBs). An optimization …

[PDF][PDF] Advancements in base isolation for seismic mitigation: Perspectives on elastomeric and lead rubber bearings

D Patel, VK Mourya, G Pandey, R Kumar - Res Eng Struct Mater, 2024 - jresm.org
Earthquakes, ancient and unpredictable natural hazards, shake the earth beneath us,
impacting structures and systems with the potential for significant loss of life and property. In …

Comparative study on the linear and nonlinear dynamic analysis of typical RC buildings

E Meral, BT Cayci, M Inel - Revista de la construcción, 2024 - SciELO Chile
ABSTRACT A careful evaluation has been carried out to reveal advantages and
disadvantages of linear and nonlinear modelling in dynamic analysis. 4-and 7-story building …

An improved 2DOF system for predicting the seismic performance of isolated steel moment frames

A Rahgozar, HE Estekanchi - Structures, 2022 - Elsevier
This paper proposes an improved two-degree-of-freedom (i2DOF) system with an
incorporated effective base-level mass (EBLM) for evaluating the P-Delta and cyclic …

[HTML][HTML] Оценка сейсмостойкости многоэтажного жилого здания с фрикционно-маятниковыми опорами на примере Индонезии

ЗК Абаев, С Фаиз - Строительная механика инженерных …, 2024 - cyberleninka.ru
Рассмотрена методика оценки сейсмостойкости жилого здания в Индонезии с
применением сейсмоизоляции. В качестве объекта исследования выбрано 8-этажное …

[PDF][PDF] Influences of Column Orientations and Story Levels of the RC Frames under Nonlinear Static Analysis

M Shi, M Choi, Y Choi, S Kang - ARCHITECTURAL RESEARCH, 2024 - researchgate.net
Earthquakes present significant challenges to buildings contemporary, and the response of
RC frame structures to seismic activity is influ-enced by various characteristics, including …

Seismic Performance Evaluation of Multi-Storey Residential Building with Friction Pendulum Bearings: Indonesia case study

ZK Abaev, F Sulthan - Structural Mechanics of Engineering …, 2024 - journals.rudn.ru
The methodology for seismic performance evaluation of a residential building in Indonesia
with the use of seismic isolation is considered. An 8-storey reinforced concrete frame …

Evaluación de Requerimientos de Ductilidad para Elementos de Concreto Armado Resistentes a Sismo en Edificios con Aislamiento Sísmico

CGM Villalobos - 2024 - search.proquest.com
La presente investigación tiene por finalidad evaluar la ductilidad a flexión con
determinados lineamientos de diseño para elementos de concreto armado (CA) de …