Design and review of selected items of reinforced concrete structure [PDF]
Bakalárska práca sa zaoberá návrhom a posúdením nosnej železobetónovej stropnej dosky administratívnej budovy. Riešená stropná doska sa nachádza nad 1NP.
Leitner, Ivan
core
EVALUASI KEKUATAN DAN DETAILING TULANGAN BALOK BETON BERTULANG SESUAI SNI 2847:2013 DAN 1726:2012 (STUDI KASUS : HOTEL 10 LANTAI DI SEMARANG) [PDF]
Major natural disasters that struck Indonesia have undermined many traditional and modern building technology . In general the structure of the multi-storey building in the form of an open frame structure without shear walls of reinforced concrete with ...
SANDY A, RIZAL RAY
core
Beam-column joints which shoulders high-level and vertical shearing effect that maintains balance of beam and column end is the major component influencing the performance of the whole framework.
Wu Xu, Liu Ronggui
doaj
Performance assessment of two reinforced concrete moment resisting frame buildings [PDF]
Andris, Fotis, Ανδρής, Φώτης
core +1 more source
Unveiling the environmental impact of earthquakes in Europe. [PDF]
Caruso M +4 more
europepmc +1 more source
Advanced single-strut modelling of lightweight in-filled RC frames: validation and seismic performance assessment. [PDF]
El-Fotuh GA, Attia WA, El-Feky MS.
europepmc +1 more source
Research on Seismic and Self-Centering Performance of SMAF-ECC Prefabricated Self-Centering Frame Joints Based on Finite Element Simulation. [PDF]
Cao Y, Wu Q, Yang Z.
europepmc +1 more source
Analysis of dynamic splitting failure characteristics of silica fume reinforced polypropylene fiber concrete based on DIC. [PDF]
Du X, Li Y, Wei J, Xing Y, Wang H.
europepmc +1 more source
Experimental study on strengthening interior beam column joints in reinforced concrete structures using wing walls. [PDF]
Yuebing L +4 more
europepmc +1 more source
Time dependent seismic fragility and serviceability assessment of reinforced concrete frames under chloride induced corrosion. [PDF]
Kordtabar B +3 more
europepmc +1 more source

