Results 41 to 50 of about 442 (179)
Buildings, 2022 Nonlinear static analysis is a validated tool for the seismic evaluation of existing and new structures, specifically for reinforced concrete buildings.
Ramón Mata-Lemus +5 more
doaj +1 more source
Shake table investigations on code non-compliant reinforced concrete frames
Alexandria Engineering Journal, 2020 Shake-table tests were performed on a code conforming and four non-compliant 1:3 reduced scale two-story RC frames. The models were subjected to 1994 Northridge earthquake acceleration time history, linearly scaled to multiple levels for studying the ...
Muhammad Rizwan +5 more
doaj +1 more source
Effect of Degradation on Collapse Margin Ratio of Steel Moment Frames [PDF]
Journal of Rehabilitation in Civil Engineering, 2019 Although several studies have investigated the effect of degradation on the behavior of structures, inspections on collapse margin ratios are rare in the literature.
Saeid Bazvand +2 more
doaj +1 more source
Buildings, 2023 This paper aims to assess the structural overstrength (R), seismic behaviour factor (Q), and effective inertia factor (keff), of which the effective elastic stiffness (Keff) is a function, i.e., Keff (keff), of reinforced concrete (RC) cantilever columns
Alejandro Vargas-Colorado +5 more
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Assessment of the Seismic Behavior of Selective Storage Racks Subjected to Chilean Earthquakes
Metals, 2020 A seismic performance evaluation of selective storage racks subjected to Chilean Earthquakes was conducted using nonlinear pushover and nonlinear dynamic time-history analyses.
Eduardo Nuñez +2 more
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Overstrength of large-scale dowelled connections in CLT [PDF]
, 2018 This paper presents an evaluation of overstrength based on an experimental study on large-scale dowelled connections in Cross Laminated Timber (CLT). In order to avoid brittle failure and ensure that ductile system behaviour and energy dissipation can
Smith T, Ottenhaus L-M, Li M
core +1 more source
Effects of Wall‐to‐Floor Interactions on Seismic Response of Platform‐Type CLT Buildings
Earthquake Engineering &Structural Dynamics, EarlyView.ABSTRACT Platform‐type cross‐laminated timber (CLT) buildings feature discontinuous wall segments supported by CLT floors. In practice, CLT floors are often treated as rigid diaphragm, yet the wall‐to‐floor interactions (WFIs) associated with flexibility of floors remain insufficiently investigated during seismic performance assessment.
Chaoyue Zhang +3 more
wiley +1 more source
Engineering Reports, Volume 8, Issue 5, May 2026.An innovative gusset plate connection, which acts as a rigid connection, was proposed and investigated parametrically and numerically. Also, the required equations to design the system were proposed. Results indicated that the gusset plate yields a ductile fuse while the beam and column remain elastic.
Min Jae Park +2 more
wiley +1 more source
Behaviour Factor of Ductile Code-Designed Reinforced Concrete Frames
Advances 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
Jurnal 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