Evaluasi Kinerja Struktur Gedung Bertingkat Dengan Pemodelan (3D) Berdasarkan Analisis Beban Dorong (Pushover Analysis)”. pushover adalah prosedur statis yang menggunakan teknik nonlinier disederhanakan untuk memperkirakan deformasi struktural seismic atau gempa bumi, kemudian analisis mensimulasikan fenomena ini dengan menerapkan beban sampai pelelehan (sendi plastis) pertama dalam struktur di...

This paper presents recent developments in response sensitivity, probabilistic response and reliability analyses of structural and geotechnical systems. These developments are integrated within general-purpose software frameworks for non-linear finite element response analysis and provide the structural engineers with analytical tools to propagate uncertainties through advanced large-scale non-...

This paper is aimed at giving structural designers guidance on how to make use of elastic site-specific response spectra for the dynamic modal analysis a structure in support its design. The pushover an RC building forming part non-linear static procedure (that can be used predict seismic demand without relying code-stipulated default R factor) also presented. Seismic structures based help achi...

accurate identification of seismic hazard and the estimation of associated seismic demands are the key components in the performance-based seismic design (pbsd). although nonlinear time history (nth) analysis is the most precise procedure to evaluate the seismic demands of buildings structures, it is relatively complex and time-consuming for routine applications. nonlinear static procedures (ns...

This paper presents findings from shake table experiments on cable-braced and unbraced welded hospital piping systems. The research identifies the capacity characteristics of a hospital piping system with and without bracings as well as the system’s weak points. The system was tested to the ICBO AC156 acceptance criteria for nonstructural components. The input motion of 1g was amplified to almo...