Results 21 to 30 of about 84,115 (259)
This paper aims to guide structural engineers on how to apply the rapid nonlinear time history analysis (RNLTHA) procedure effectively to predict seismic demand, taking into account ductility and overstrength, and effects of dynamic phenomena including ...
Prashidha Khatiwada +3 more
doaj +1 more source
This paper aims at giving structural designers guidance on how to transform seismic demand on a building structure from two-dimensional (2D) to three-dimensional (3D) in an expedient manner, taking into account amplification of the torsional actions ...
Yao Hu +3 more
doaj +1 more source
Reservoir water effects on earthquake performance evaluation of Torul Concrete-Faced Rockfill Dam
This study presents earthquake performance analysis of the Torul Concrete-Faced Rockfill (CFR) Dam with two-dimensional dam-soil and dam-soil-reservoir finite element models.
Alemdar BAYRAKTAR +2 more
doaj +3 more sources
Nonlinear Time History Analysis for Seismic Effects on Reinforced Concrete Building
A typical Reinforced Concrete (RC) building frame comprising of RC columns and connecting beams that participates in resisting the earthquake forces. Due to earthquake, reversal tension generates at both faces of a beam and column; and hence damage occur in the frame for the disability of tension carrying capacity of concrete. Therefore, the structural
A. Hasan +3 more
openaire +4 more sources
This study is aimed to compare the seismic performance of simply supported hollow slab on pile group (SHSPG) structures designed as “critical” and “essential” viaducts with shear panel damper (SPD) devices.
Yusuf Haroki +4 more
doaj +1 more source
The Effect of the Vertical Component of the Earthquake on a Regular Masonry Wall
The effect of the vertical component of earthquakes on the structural behaviour of unreinforced masonry (URM) walls is usually not considered by technical codes for ordinary buildings.
Guido Camata +3 more
doaj +1 more source
In order to study the dynamic response of timber frame in Song Dynasty palace under horizontal acceleration, a series of nonlinear time-history analysis FE models were estallihed.
Jia WAN +4 more
doaj +1 more source
Refined NSA approach for seismic assessment of regular RC frames
The nonlinear time-history analysis is often a time-consuming and impractical procedure. A new computer method, developed in the framework of the Eurocode 8 is proposed in this paper.
Szabolcs Varga, Cosmin G. Chiorean
doaj +1 more source
In the displacement-based seismic design method for the pile-supported wharves, the key is to determine seismic displacement demand accurately and reasonably.
GAO Shufei, FENG Yunfen, GONG Jinxin
doaj +1 more source
Nonlinear Time History Analysis of Anti Seismic Device on Highway Bridges
There are many earthquake suppression technologies offered by experts, one of them is the use of Lead Rubber Bearing (LRB) in civil buildings. LRB works by reducing the dynamic load acting on a bridge caused by seismic loads. It diverts the load that works through the dynamic system by maintaining a balance between the force and displacement that ...
M. Firman Jauhari +2 more
openaire +3 more sources

