General Substitute Frame Model (GSF) for efficient estimation of seismic demands of steel and RC moment frames

R Soleimani, H Hamidi - Engineering Structures, 2021 - Elsevier
This paper proposes an approach to simplify 2D moment-resisting frames (with equal or non-
equal bay lengths) to an equivalent single-bay framed MDOF model. This model, named the …

Influence of vertical seismic component on the response of reinforced concrete regular planar frames

A Skoufezis, G Manoukas - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
The objective of the present paper is to investigate the influence of the vertical seismic
component on the response of reinforced concrete regular planar frames. For this purpose …

Study on the strong earthquake failure mechanism of space grid structure considering rotational ground motion

W Wang, G Nie, W Bai, W Xu, K Du - Structures, 2023 - Elsevier
Abstract Space grid structures are increasingly being utilized in public buildings due to their
exceptional structural performance. Given that these structures are commonly located in …

A comparative analysis of seismic and structural parameters for historical period earthquakes in Türkiye

E Isik - Earthquakes and Structures, 2023 - koreascience.kr
The high seismic risk has once again revealed in Türkiye with two major earthquakes that
occurred on 06.02. 2023, which took its place among the most destructive earthquakes in …

Steel honeycomb elements for improving the seismic performance of moment-resisting frames with masonry infills

AR Zare, AR Vosoughi, MA Najafgholipour - Structures, 2023 - Elsevier
In this study, a seismic performance design procedure for the implementation of steel
honeycomb elements as a structural fuse in infilled moment frames has been introduced …

Seismic response of tower-line system considering the SSI effects under translational-rotational excitations

JX Li, PY Zhang, ZQ Zhang, C Zhang, ZQ Dong - Structures, 2024 - Elsevier
Most existing studies usually ignore the rotational component of ground motion when a
transmission tower-line system is subjected to an earthquake, leading to inaccurate results …

Seismic response of steel frames with hysteretic dampers designed according to second generation of Eurocode 8 and comparison with conventional frames

V Martinez-Reyes, A Benavent-Climent… - Soil Dynamics and …, 2025 - Elsevier
This paper investigates the seismic response of a steel moment-resisting frame with
hysteretic energy dissipation devices, designed with the energy-balance-based method …

Experimental and analytical studies on the influence of rocking ground motions on the frame structure

M Han, J Jiang, B Yang, H Du, C Zhang - Structures, 2024 - Elsevier
The characteristics of rocking ground motions and their influence on structural response are
rarely considered. This study scrutinizes the structural response solely under the influence of …

Dynamic Response of a Structure Exposed to Earthquake Rotational Components and Soil–Structure Interaction Effects

O Akyürek, B Baran - Arabian Journal for Science and Engineering, 2024 - Springer
The effects of rotational (torsional and rocking) components of an earthquake are often
neglected in dynamic analyses, as most modern codes only provide horizontal and vertical …

On the influence of the vertical earthquake component on structural responses of high-rise buildings isolated with double friction pendulum bearings

PH Hoang, HN Phan, VN Nguyen - Applied Sciences, 2021 - mdpi.com
The double friction pendulum (DFP) bearing is adapted from the well-known single friction
pendulum (SFP) bearing. This type of bearings has been widely used for structural vibration …