Results 21 to 30 of about 84,115 (259)

Nonlinear Dynamic Analyses Utilising Macro-Models of Reinforced Concrete Building Structures and Site-Specific Accelerograms

open access: yesCivilEng, 2023
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

Assessment of Torsional Amplification of Drift Demand in a Building Employing Site-Specific Response Spectra and Accelerograms

open access: yesCivilEng, 2023
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

open access: yesWater Science and Engineering, 2009
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

open access: yesNigerian Journal of Technological Development, 2023
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

Seismic Performance Comparison of Simply Supported Hollow Slab on Pile Group Structure with Different Operational Category and Shear Panel Damper Application

open access: yesCivil Engineering Dimension, 2023
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

open access: yesApplied Sciences, 2023
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

Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace

open access: yesTaiyuan Ligong Daxue xuebao, 2021
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

open access: yesGrađevinar, 2017
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

Seismic displacement demand analyses for pile-supported wharves based on equivalent single-degree-of-freedom models

open access: yesShuili Shuiyun Gongcheng Xuebao, 2018
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

open access: yesInternational Journal of Advances in Scientific Research and Engineering, 2020
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

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