Results 81 to 90 of about 242,767 (212)

Seismic performance and damage evaluation of a reinforced concrete frame with hysteretic dampers through shake-table tests [PDF]

, 2014
Passive energy dissipation devices are increasingly implemented in frame structures to improve their performance under seismic loading. Most guidelines for designing this type of system retain the requirements applicable to frames without dampers, and ...
Applied Technology Council (ATC), Benavent-Climent, Benavent-Climent, Benavent-Climent, Benavent-Climent, Benavent-Climent, Constantinou, Darwin, European Committee for Standardization (CEN), European Committee for Standardization (CEN), Fardis, Federal Emergency Management Agency (FEMA), Hwang, Inoue, Kent, Lu, Martinelli, Oviedo, Park, Park, Pekcan, Pinto, Shen, Symans, Uang   +24 more
core   +2 more sources

Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs [PDF]

, 2012
There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design.
Ali Hussein Ali Al-Ahmed, Hassan Ayad Fadhil   +1 more
core  

Sensitivity of Building Loss Estimates to Major Uncertain Variables [PDF]

, 2002
This paper examines the question of which sources of uncertainty most strongly affect the repair cost of a building in a future earthquake. Uncertainties examined here include spectral acceleration, ground-motion details, mass, damping, structural force ...
Beck, James L., Porter, Keith A., Shaikhutdinov, Rustem V.   +2 more
core   +1 more source

Static analysis of reinforced concrete roofing of platform [PDF]

, 2014
Bakalářská práce se zabývá návrhem statického řešení železobetonového zastřešení autobusového nástupiště. Jedná se o monolitickou železobetonovou rámovou konstrukci tvořenou kruhovými sloupy a průvlakem obecného tvaru, do kterého je oboustranně konzolově
Popovič, Tomáš
core  

Study on Crack Development of Frame Beams with U-Shaped Engineered Cementitious Composites Cover Layer Under Negative Moments

Applied Sciences
In order to enhance the durability of concrete frame beams, a U-shaped engineered cementitious composites (ECC) protective layer is applied at the end of the frame beams.
Yuqing Yang, Hongyue Yang, Zhelong Jiang, Zaigen Mu   +3 more
doaj   +1 more source

Analysis of Combined Bending and Punching Tests of Reinforced Concrete Slabs within IMPACT III Project [PDF]

, 2014
The paper reports on a collaborative effort between the Swiss Federal Nuclear Safety Inspectorate (ENSI) and their consultants Principia and Stangenberg. As part of the IMPACT III project, reduced scale impact tests of reinforced concrete structures were
Borgerhoff, Michael, Lacoma Aller, Luis María, Marti Rodriguez, Joaquin, Martinez Cutillas, Francisco J., Rodríguez Soler, Javier, Schneeberger, Christian, Stangenberg, Friedhelm, Zinn, Rainer   +7 more
core  

Evaluation of Seismic Performance of Reinforced Concrete Frame Structures in the Context of Big Data

Complexity, 2019
In the era of big data, the efficient use of idle data in reinforced concrete structures has become a key issue in optimizing seismic performance evaluation methods for building structures.
Du Guangqian, Zheng Meng, Wang Shijie
doaj   +1 more source

Environmental impact and comparative economic analysis among different building constructive systems used in Portugal [PDF]

, 2014
The choice between different materials and constructive systems can influence significantly the environmental impact and cost of construction. In this context, four constructive systems used in Portugal were studied: one conventional - composed by brick ...
Camões, Aires, Couto, J. Pedro, Mendonça, Paulo, Oliveira, Fernando   +3 more
core  

Design Optimization of Reinforced Concrete Frames

Open Journal of Civil Engineering, 2015
In this paper, a design optimization for the reinforced concrete plane frame structure has been done in order to minimize the cost of the concrete and steel for beams and columns by adopting the Artificial Neural Network (ANN) computational model trough the NeuroShell-2 software program. The design procedure conforms to the ACI-318-08 Code.
Abobakr A. A. Aga, Fathelrahman M. Adam
openaire   +2 more sources

Perencanaan Struktur Beton Bertulang Tahan Gempa Berlantai 4 (Studi Kasus Gedung Baru Kampus I Universitas Teknologi Yogyakarta)

Semesta Teknika, 2016
The new building in campus one of Universitas Teknologi Yogyakarta which consists of four floors is analyzed by using Intermediate Moment Resisting Frame (IMRF) to be able to withstand gravity and seismic load.
Algazt Arsyad Masagala, Faqih Ma'arif
doaj