Analysis on displacement‐based seismic design method of recycled aggregate concrete‐filled square steel tube frame structures

X Zhang, X Liu, S Zhang, J Wang, L Fu… - Structural …, 2023 - Wiley Online Library
Recycled aggregate concrete‐filled square steel tube (S‐RACFST) frame has the
characteristics of high bearing capacity, good ductility, and superior seismic performance. To …

Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system

S Hu, W Wang, MS Alam - Journal of Constructional Steel Research, 2022 - Elsevier
This research intends to propose an upgraded strategy for steel moment-resisting frames
(SMRFs) by implementing Self-Centering Energy-absorbing Dual Rocking Core (SEDRC) …

[PDF][PDF] Estimating floor spectra in multiple degree of freedom systems

PM Calvi, TJ Sullivan - Earthquakes and Structures, 2014 - researchgate.net
As the desire for high performance buildings increases, it is increasingly evident that
engineers require reliable methods for the estimation of seismic demands on both structural …

Development of a displacement-based design method for steel dual systems with buckling-restrained braces and moment-resisting frames

TJ Maley, TJ Sullivan, GD Corte - Journal of Earthquake …, 2010 - Taylor & Francis
Dual systems can offer an attractive lateral force-resisting solution, combining individual
systems in a complementary manner. A displacement based-design (DBD) method is …

[HTML][HTML] Direct displacement based seismic design for single storey steel concentrically braced frames

S Salawdeh, J Goggins - Earthquakes and Structures, 2016 - koreascience.kr
The direct displacement based design (DDBD) approach is spreading in the field of seismic
design for many types of structures. This paper is carried out to present a robust approach …

Seismic design of plane steel MRFS, EBFS and BRBFS by improved direct displacement-based design method

NA Kalapodis, EV Muho, DE Beskos - Soil Dynamics and Earthquake …, 2022 - Elsevier
An improved direct displacement-based design (DDBD) method for the seismic design of
three types of plane steel frames, ie, moment-resisting frames (MRFs), steel eccentrically …

CLT–steel hybrid system: Ductility and overstrength values based on static pushover analysis

C Dickof, SF Stiemer, MA Bezabeh… - Journal of Performance …, 2014 - ascelibrary.org
A timber-steel hybrid system, where cross-laminated timber (CLT) shear panels are used as
infill in steel moment resisting frames, is analytically investigated. The proposed hybrid …

Soil–structure interaction assessment of the 23 November 1980 Irpinia-Basilicata earthquake

D Mina, D Forcellini - Geosciences, 2020 - mdpi.com
This paper aimed to present a systematic study of the effects caused by the strong
earthquake that struck southern Italy on 23 November 1980 (Ms= 6.9) and affected the …

Direct displacement-based design of a novel hybrid structure: Steel moment-resisting frames with cross-laminated timber infill walls

MA Bezabeh, S Tesfamariam, SF Stiemer… - Earthquake …, 2016 - journals.sagepub.com
This study proposes an iterative direct displacement based design method for a novel steel-
timber hybrid structure. The hybrid structure incorporates cross-laminated timber (CLT) …

Displacement-based design of steel moment resisting frames with partially-restrained beam-to-column joints

R Roldán, TJ Sullivan, G Della Corte - Bulletin of Earthquake Engineering, 2016 - Springer
This article presents a method for the direct displacement-based design of steel moment
resisting frames, with specific consideration of beam-to-column joint characteristics. The …