Seismic retrofit of a steel-reinforced concrete hospital building using continuous energy-dissipative steel columns

M Ferraioli, B Laurenza, A Lavino… - Steel and Composite …, 2023 - koreascience.kr
Seismic retrofit of an existing steel-reinforced concrete hospital building that features
innovative use of a continuous energy-dissipative steel column (CEDC) system is presented …

A novel displacement-based seismic design method for framed structures considering P-Delta induced dynamic instability

SE López, AG Ayala, C Adam - Bulletin of Earthquake Engineering, 2015 - Springer
An innovative displacement-based seismic design procedure for regular planar framed
structures considering sidesway collapse prevention is presented. The method proposed …

Stiffness configuration of strongbacks to mitigate inter-story drift concentration in buildings

JL Lin, MK Kek, KC Tsai - Engineering Structures, 2019 - Elsevier
This paper examines the stiffness configuration of strongbacks to effectively mitigate inter-
story drift concentration in buildings. This study first develops a simplified numerical model …

[PDF][PDF] The need for upgrading the seismic performance objectives

M Kutanis, OE Boru - Earthquakes and Structures, 2014 - researchgate.net
The economic consequences of large earthquakes require a revolutionary change in the
seismic performance objective of residential and commercial buildings. The majority of total …

Optimization approach to uniformly distributed peak interstory drifts along building heights

JL Lin, JY Dai, KC Tsai - Journal of Structural Engineering, 2019 - ascelibrary.org
This study developed a seismic design approach, which has no need of additional structural
members, to uniformly distribute the peak interstory drift ratios along building heights. The …

Practical modal pushover design of one-way asymmetric-plan reinforced concrete wall buildings for unidirectional ground motion

PJ Wilkinson, O Lavan - Bulletin of Earthquake Engineering, 2015 - Springer
This paper presents a new displacement based seismic design method called Practical
Modal Pushover Design (PMPD). The method is applied to multistory one-way asymmetric …

[PDF][PDF] An energy-based approach to determine the yield force coefficient of RC frame structures

O Merter, T Ucar - Earthquakes and Structures, 2021 - researchgate.net
This paper proposes an energy-based approach for estimating the yield force coefficient of
reinforced concrete (RC) frame structures. The procedure is mainly based on the energy …

A multimodal adaptive evolution of the N1 method for assessment and design of RC framed structures

P Lenza, A Ghersi, EM Marino… - Earthquakes and …, 2017 - koreascience.kr
This paper presents a multimodal adaptive nonlinear static method of analysis that,
differently from the nonlinear static methods suggested in seismic codes, does not require …

A displacement/damage controlled seismic design method for MRFs with concrete-filled steel tubular columns and composite beams

DN Serras, KA Skalomenos… - Soil Dynamics and …, 2021 - Elsevier
A displacement/damage controlled (DDC) seismic design method for composite
(steel/concrete) frames, consisting of circular concrete-filled steel tube (CFT) columns and …

Direct Displacement Based Design for Reinforced Concrete Framed Structures with Seismic Isolation

C Chıkmath, A Sodha, S Vasanwala - Gazi University Journal of …, 2022 - dergipark.org.tr
Direct displacement-based design is a nonlinear static procedure and has to check the
suitability of the method against different types of ground motions namely far field, near field …