Results 21 to 30 of about 447,237 (298)

Evaluation of nonlinear behavior of High Performance Fiber Reinforced Cementitious Composite (HPFRCC) Frames [PDF]

open access: yesJournal of Structural and Construction Engineering, 2020
Replacing of conventional concrete by High Performance Fiber Reinforced Cementitious Composite (HPFRCC) could improve tensile strength, bending strength, shear strength and other capability of behaviour such as ductility, energy absorption and toughness.
mohammad hossein saghafi   +2 more
doaj   +1 more source

Nonlinear Time History Analysis of Flat Slab Structure With OpenSees Navigator

open access: yesMEDIA KOMUNIKASI TEKNIK SIPIL, 2022
Structural systems that do not use a beam as the main component were first developed by Turner in 1906. This structural system is better known as a flat slab. The flat slab structure is supported by column heads and drop panels, or without drop panels, or without column heads.
Samsul A Rahman Sidik Hasibuan   +2 more
openaire   +1 more source

Seismic Vulnerability Assessment of Jacket Type Offshore Platforms [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2018
Most of oil and gas offshore platforms are located in the seismic regains. Therefore, Seismic vulnerability evaluation of the offshore platforms is one of the essential vital issues in the structural systems.
Somayyeh Karimiyan
doaj   +1 more source

Linear and Nonlinear Earthquake Analysis for Strength Evaluation of Masonry Monument of Neoria

open access: yesBuildings, 2023
An evaluation of the seismic behavior of a massive masonry monument with vaults, namely, the Neoria complex at the old port of Chania, is presented here. The usage of modal response analysis requires the combination of many eigenmodes in order to capture
Maria E. Stavroulaki   +5 more
doaj   +1 more source

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

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

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

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

Quantitative Perspectives on Fifty Years of the Journal of the History of Biology [PDF]

open access: yes, 2017
Journal of the History of Biology provides a fifty-year long record for examining the evolution of the history of biology as a scholarly discipline. In this paper, we present a new dataset and preliminary quantitative analysis of the thematic content of ...
Bottino, Erin   +3 more
core   +2 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

Home - About - Disclaimer - Privacy