This study proposes high-strength steel framed-tube structures fused with replaceable shear
links (HSS-FTSLs) to improve the seismic performance and post-earthquake reparability of …

Performance-based design has been increasingly used in practice due to computational
improvements, the sophistication and dissemination of nonlinear analysis methods, and the …

Abstract A 20 storied Reinforced Concrete (RC) Moment Resisting Frame (MRF) has been
analysed and designed by Force Based Design (FBD) method and the Performance Based …

A diagrid structure fused with shear link (DSSL) is an innovative earthquake resilient
structural system. The DSSL combines the steel diagrid structural system with shear links to …

The additional axial forces (AAFs) in walls and coupling ratio (CR) of coupled shear wall
(CSW) systems have significant effects on the local behaviors of the individual walls and the …

Performance-based plastic design (PBPD) was initially proposed as a method for retrofitting
existing structures. The PBPD method gradually became a general approach for designing …

The objective of this investigation is to develop the damage-based energy factor (γ) for
seismic demand evaluation of Reinforced Concrete (RC) and steel structures under …

PRC 连梁-混合联肢剪力墙是将传统的钢筋混凝土联肢剪力墙中的混凝土连梁用钢板-
混凝土组合(PRC) 连梁代替而形成的一种新型结构体系, 对其抗震性能尚缺乏系统研究 …

Abstract The Performance-Based Plastic Design (PBPD) method, introduced last decade, is
an energy-based procedure. This method which is proposed for 2D frames has several …

Many studies on the inelastic response spectra have mainly focused on structures with the
conventional hysteretic behavior. However, for self-centering structures with the flag-shaped …