Results 91 to 100 of about 242,767 (212)

Estimation of the Reduction Coefficient When Calculating the Seismic Resistance of a Reinforced Concrete Frame Building after a Fire

open access: yesBuildings
The consequences of destructive earthquakes show that the problem of analyzing the response of reinforced concrete frames under seismic loads after a fire is relevant. The calculation models used for individual elements and buildings as a whole must take
Ashot Tamrazyan   +3 more
doaj   +1 more source

Nonlinear analysis for a reinforced concrete frame structure under extreme loads [PDF]

open access: yes, 2012
Terrorist actions of the last decade obviously determine a reconsideration of the buildings safety, especially for those with special destinations (embassies, military facilities, nuclear plants etc.).
Catalin BACIU, Marin LUPOAE
core  

Strengthening of reinforced concrete frames with reinforced concrete infills

open access: yes, 2020
ÖZET BETONARME ÇERÇEVELERİN BETONARME DOLGULARLA GÜÇLENDİRİLMESİ ALTIN Sinan Doktora Tezi, tnş. Müh. Bölümü Tez Yöneticisi: Prof.Dr. Uğur Ersoy Şubat 1990, 350 sahife Betonarme çerçevelerden oluşan yapıların yerinde dökme betonarme dolgularla güçlendirilmesi pratikte s.ıkça kullanılan bir yöntemdir.
openaire   +1 more source

Progressive Collapse Behavior of a Precast Reinforced Concrete Frame System with Layered Beams

open access: yesBuildings
A possible way to improve the structural safety and robustness of precast building structures is to develop effective precast frame systems with layered beams, which combine prefabricated parts with cast-in situ ordinary concrete, high-performance ...
Vitaly I. Kolchunov   +3 more
doaj   +1 more source

Experimental assessment and retrofit of full-scale models of existing RC frames [PDF]

open access: yes, 2002
PSD tests on two full-scale models of existing non-seismic resisting RC frame structures are described. The testing program covered several aspects, namely assessment of seismic performance of existing frames without and with infill panels ...
Molina, J., Pinto, A. V., Varum, H.
core   +1 more source

Frame element including effects of reinforcement slippage for nonlinear analysis of R/C structures [PDF]

open access: yesSongklanakarin Journal of Science and Technology (SJST), 2003
This paper presents the formulation and application of the flexibility-based, reinforced concrete frame model with bond-slip. The formulation starts from the derivation of the governing differential equations (strong form) of the problem and then the ...
Agarat Samakrattakit, Suchart Limkatanyu
doaj  

Design of reinforced concrete beams with web openings [PDF]

open access: yes, 2006
The provision of transverse openings in floor beams to facilitate the passage of utility pipes and service ducts results not only in a more systematic layout of pipes and ducts, it also translates into substantial economic savings in the construction of ...
Mansur, M. A.
core  

The project of sports complex with gyms, sports hall and swimming pool with the study of holding elements of structure [PDF]

open access: yes, 2019
В проект спортивного комплексу з тренажерними залами, спортзалом і басейном з дослідженням тримких елементів конструкції розглянуто призначення проектуваного будинку, інженерно-геологічне і гідрогеологічні умови забудови, а також проаналізовано ...
Salah, Sherif   +1 more
core  

Calculation of Reinforced Concrete Frames for a Special Design Situation with Discrete Crack Modeling

open access: yesЖелезобетонные конструкции
The methodology of calculation of reinforced concrete frames of buildings for a special design situation caused by initial local failures, taking into account the violation of the continuity of the concrete matrix during crack formation, is proposed. The
S. Yu. Savin, T. A. Iliushchenko
doaj   +1 more source

Designing Bank Building 10 Floors With 1 Basement Using Partial Ductile System In Surakarta [PDF]

open access: yes, 2015
Final project is meant to plan a reinforced concrete structure 10 with 1 basement floor, which is the building to the bank of the region Surakarta (earthquake region 3) which stands on solid ground and is based on ISO 1726-2002 with the value of ...
, H. Budi Setiawan, ST. M.T.   +2 more
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