Results 111 to 120 of about 442 (179)

Numerical Simulations to Predict the Seismic Performance of a 2-Story Steel Moment-Resisting Frame. [PDF]

Materials (Basel), 2020
Tartaglia R, D'Aniello M, Landolfo R.
europepmc   +1 more source

STUDY ON THE OVERSTRENGTH OF HEA EBFS LINKS BY FEM SIMULATIONS

, 2019
In this paper, numerical analyses of detailed finite element models (FEM) have been carried out to verify the combined influence of link length, boundary conditions and stiffener spacing on the plastic overstrength of “I shaped” HEA links for ...
ROSARIO MONTUORI, LUIGI MANGANIELLO, ELIDE NASTRI, VINCENZO PILUSO   +3 more
core  

The Potential of CEB Reinforced Masonry Technology for (Re)construction in the Context of Disasters. [PDF]

Materials (Basel), 2020
Di Gregorio L, Guimarães G, Tenório M, Lima D, Haddad A, Danziger F, Jannuzzi G, Santos S, Lima S.   +8 more
europepmc   +1 more source

Investigation Of Overstrength Factor Of Buckling Restrained Braced Frames

, 2013
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2013Thesis (M.Sc.) -- İstanbul Technical University, Institute of Science and Technology, 2013Deprem bölgelerinde, güçlü yatay yük taşıyıcı sistemlere ihtiyaç duyulmaktadır ...
Baş, Elif Ecem
core  

Seismic performance of weak-axis steel beam-to-column connections with a T-adapter. [PDF]

Sci Rep
Yılmaz O.
europepmc   +1 more source

Rotation capacity and overstrength of steel beams: evaluation of prediction models

, 2014
The ductility is the structure’s ability to sustain large deformations in plastic range without considerable loss of strength. The design concept based on the ductility properties of structures is the principle method to assure for an appropriate ...
D'ANIELLO, MARIO, LANDOLFO, RAFFAELE, E. M. Güneyisi   +2 more
core  

Comparative seismic performance of steel EBF shear links frame designed to IS 18168:2023 using force-based and direct displacement method. [PDF]

Sci Rep
Rc B, Emani VV, Batah A, Suleiman MF, Sharma R, Rani V, Vyas R, Ansari A, Mandhaniya P, Alluqmani AE, Shirkol AI.   +10 more
europepmc   +1 more source

Investigation of overstrength in asymmetrıc-plan structures as an optımum design strategy

, 2017
Uneven distribution of seismic demand in asymmetric-plan structures is a widely investigated issue in the field ofearthquake engineering. Contemporary seismic design strategies, which are based on linear elastic behaviour of thestructure and employ ...
Kaatsız, Kaan, Sucuoğlu, Haluk
core  

Seismic performance and cost comparison of RC moment resisting and dual frames using UBC 97 and IBC 2021. [PDF]

Sci Rep
Shakeel S, Khan SH, Saqib SA, Khan MA, Moiz MA.   +4 more
europepmc   +1 more source

A Dissipative Connector for CLT Buildings: Concept, Design and Testing. [PDF]

Materials (Basel), 2016
Scotta R, Marchi L, Trutalli D, Pozza L.
europepmc   +1 more source