Nonlinear analysis of reinforced concrete buildings with different heights and floor systems. [PDF]
Abd-Elhamed A, Mahmoud S, Alotaibi KS.
europepmc +1 more source
Ever-increasing need of our country in studying rehabilitation of existing buildings and necessity of using applied analysis in these structures persuade us into searching in the area of effects which exist in analytical procedures. Recently, researchers have developed structures rehabilitation effectively.
غلامرضا Ghodrati Amiri +2 more
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Seismic Performance Assessment of a Moment-Resisting Frame Steel Warehouse Provided with Overhead Crane. [PDF]
Lisperguier N, López Á, Vielma JC.
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Analisis Kinerja Struktur Bangunan Gedung Laboratorium 5 Lantai Terhadap Gempa Kuat
Abstrak Perencanaan ketahanan gempa untuk bangunan gedung sangat diperlukan sebagai konsekuensi kondisi geografi Negara Indonesia yang sebagian besar memiliki resiko gempa yang tinggi.
Lintang Enggartiasto +3 more
doaj +1 more source
Visual Multimedia Intelligent Computing System for Seismic Performance of Bridge Structure Based on Object-Oriented Technology. [PDF]
Zheng X, Xie Y.
europepmc +1 more source
Enhancement of the Fragility Capacity of RC Frames Using FRPs with Different Configurations at Joints. [PDF]
Jafari S, Mahini SS.
europepmc +1 more source
Seismic design of setback irregular steel structures based on life cycle cost. [PDF]
Jebelli ST, Behnam B, Tehrani P.
europepmc +1 more source
Reinforced Concrete Beam under Support Removal-Parametric Analysis. [PDF]
Kokot S.
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ABSTRACT: Concentric bracing system is one of the most economical systems being used to provide lateral stability for steel structures during earthquake by inelastic behavior. Although inelastic response of structures is affected by their height and structural system, these issues are not considered for the design of concentrically braced frames (CBFs)
openaire +1 more source
Seismic collapse risk of RC-timber hybrid building with different energy dissipation connections considering NBCC 2020 hazard. [PDF]
Odikamnoro I +3 more
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