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Assessment of FEMA356 nonlinear static procedure and modal pushover analysis for seismic evaluation of buildings [PDF]
, 2012 Nonlinear static analysis as an essential part of performance based design is now widely used especially at design offices because of its simplicity and ability to predict seismic demands on inelastic response of buildings.
Khoshnoud, Hamid Reza +1 more
core +1 more source
CivilEng, 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
Seismic Vulnerability Assessment of Jacket Type Offshore Platforms [PDF]
Journal 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
Nonlinear Time History Analysis of Flat Slab Structure With OpenSees Navigator
MEDIA 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
Reservoir water effects on earthquake performance evaluation of Torul Concrete-Faced Rockfill Dam
Water 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
Civil 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
Nonlinear Time History Analysis for Seismic Effects on Reinforced Concrete Building
Nigerian 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]
, 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
Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) [PDF]
Jurnal Teknik Sipil, 2020 Abtract Existing special bridges such as cable-stayed bridges which are complex in structure need to be evaluated against SNI 1725:2016 and SNI 2833:2016. Dr. Ir. Soekarno Bridge located in Manado, North Sulawesi, was used as case study.
Frans Sinatra +2 more
doaj +2 more sources
The Effect of the Vertical Component of the Earthquake on a Regular Masonry Wall
Applied 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