This work presents geometrically non-linear static analysis of a cantilever beam subjected to a non-follower transversal point load at the free end of the beam. The material of the beam is assumed as isotropic and hyperelastic. In this study, finite element model of the beam is constructed by using total Lagrangian finite element model of two dimensional continua for a twelve-node quadratic ele...

As more and more emphasis is being laid on non-linear analysis of RC framed structures subjected to earthquake excitation, the research and development on both non-linear static (pushover) analysis as well as nonlinear dynamic (time history)analysis is in the forefront. Due to prohibitive computational time and efforts required to perform a complete nonlinear dynamic analysis, researchers and d...

Abstract To explore the optimization seismic design of frame-multi-ribbed composite wall structure, firstly finite element model a six story structure is established based on software SAP2000. Secondly critical parameters multi under action are analysised using analysis software. Finally response different rib combinations and optimal arrangement rule studied. The results reveals that lateral s...

The goal of this study is to examine the historical masonry arch bridge’s static and dynamic behavior using far-field fault earthquakes. first step build a finite element model with ANSYS SAP2000. This done see if greatest possible displacements, primary stresses, elastic strains compare. From above, belt’s upper side appears be vital for damage. Furthermore, life cycle assessment also research...

<div class="WordSection1"><p>Perkembangan teknologi informasi pada era industri 4.0 terjadi sangat cepat diberbagai bidang industri, seperti <em>Architec Engineering Construstion </em>(AEC). </em>(AEC) terus memaksimalkan perkembangan digital dengan penggunaan aplikasi penunjang pengaplikasian sistem <em>Building Information Modeling </em>(BIM). BIM ber...

During earthquakes, the most prone to damage or collapse are concrete structures. The structure's behavior during earthquakes depends mainly on its shape, size, and geometry. An attempt is made understand seismic response of Underground Rectangular Water tank structure subjected Nonlinear static loading. To predict building structures severe Pushover analysis has been frequently utilized. It ne...

Performance based analysis is conducted on a structure to know the performance of building under severe earthquake loads with limited and well-distributed damage. To do this non-linear static called pushover had structure. In paper, an RC both 5 storey 10 designed for gravity resistant using SAP2000 software. Analysis done in X Y direction get damage curve (pushover curve). By studying curve, r...