Results 31 to 40 of about 8,047 (213)

Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions

open access: yesApplied Sciences, 2020
Near-fault events can cause severe damage to civil structures, including bridges. Many studies have demonstrated that the seismic assessment is not straightforward.
Alessandro Vittorio Bergami   +4 more
doaj   +1 more source

Behaviour Factor of Ductile Code-Designed Reinforced Concrete Frames

open access: yesAdvances in Civil Engineering, 2021
The current generation of seismic design codes is based on a linear elastic force-based approach that includes the nonlinear response of the structure implicitly through a response modification factor (named reduction factor R in American codes or ...
Massimiliano Ferraioli
doaj   +1 more source

Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation [PDF]

open access: yes, 2012
Cable-stayed bridges represent nowadays key points in transport networks and their seismic behavior needs to be fully understood, even beyond the elastic range of materials.
A. Camara   +19 more
core   +2 more sources

Probability-based practice-oriented seismic behaviour assessment of simply supported RC bridges considering the variation and correlation in pier performance

open access: yesJournal of Traffic and Transportation Engineering (English ed. Online), 2018
Probability-based seismic performance assessment of in-service bridges has gained much attention in the scientific community during the past decades.
Long Zhang, Cao Wang
doaj   +1 more source

The development of controlled damage mechanisms-based design method for nonlinear static pushover analysis [PDF]

open access: yesFacta universitatis - series: Architecture and Civil Engineering, 2014
This paper presents the original method of controlled building damage mechanisms based on Nonlinear Static Pushover Analysis (NSPA-DMBD). The optimal building damage mechanism is determined based on the solution of the Capacity Design Method (CDM), and the response of the building is considered in incremental situations.
Mladen Cosic, Stanko Brcic
openaire   +3 more sources

Evaluasi Nilai Faktor Performa Struktur Modular Komposit dengan Dinding Internal Pelat Baja Bergelombang

open access: yesJurnal Teknik Sipil, 2023
Abstrak Struktur modular merupakan struktur yang terdiri dari modul-modul penyusun yang diprefabrikasi di pabrik dan dirakit di lokasi konstruksi secara efektif dapat mengurangi durasi konstruksi, meningkatkan kualitas pengerjaan dan optimasi sumber ...
Patria Kusumaningrum, ST., MT., Ph.D   +1 more
doaj   +1 more source

Nonlinear Static Pushover Analysis of Medium Rise and High-Rise Building

open access: yesInternational Journal of Scientific Research in Science and Technology, 2019
Pushover analysis is an elegant tool to visualise the performance level of a building under a given earthquake. The purpose of the paper is to summarize the Non Linear static Pushover analysis of medium rise RC bare frame and high rise RC infilled structure with soft stories at different levels using ETABS software.
M Keshava Murthy, Ashwini L K
openaire   +1 more source

Pushover analysis for estimating seismic demand of elliptic braced moment resisting frames

open access: yesGrađevinar, 2022
In this paper, an innovative steel bracing system, known as the seismic response of elliptic braced moment resisting frame (ELBRF), is evaluated. ELBRF has a better structural behavior comparing to the other bracing systems and it has an architectural ...
Habib Ghasemi Jouneghani   +2 more
doaj   +1 more source

Static Nonlinear Pushover Analysis Untuk Performancebased Design Pada Gedung Pascasarjana Fakultas Mipa Universitas Gadjah Mada [PDF]

open access: yes, 2017
Perencanaan tahan gempa berbasis kinerja (Performance based design) merupakan proses perancangan bangunan baru maupun perkuatan dengan memperhatikan kapasitas struktur. Metode ini menjelaskan perilaku inelastic komponen struktur bangunan.
Budio, S. P. (Sugeng)   +2 more
core  

Nonlinear Response‐History Analyses of Masonry and Mixed Structures With HybriDFEM

open access: yesEarthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT The hybrid discrete‐finite element (HybriDFEM) method, previously developed to perform static and modal analysis in discrete and coupled discrete‐finite element models, is extended to nonlinear response‐history analyses. The equations of motion for the HybriDFEM model are solved through various numerical time‐integration schemes, both explicit
Igor Bouckaert   +2 more
wiley   +1 more source

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