Results 61 to 70 of about 556,274 (213)
Comparison between seismic vulnerability models and experimental dynamic properties of existing buildings in France [PDF]
Elastic fundamental frequency is a key-parameter of simplified seismic design and vulnerability assessment methods. Empirical relationships exist in codes to estimate this frequency but they miss experimental data to validate them accounting for national
Bard, P.-Y +3 more
core
Comparative analysis of RC irregular buildings designed according to different seismic design codes [PDF]
The present paper presents a comparison of the seismic provisions of the three seismic design codes, namely the Philippine code (National Structural Code of the Philippines or NSCP2010), the European code (Eurocode 8 or EC8), and American code (2009 ...
Arêde, A. +4 more
core
System-level optimization of baseband filters for communication applications [PDF]
In this paper, a design approach for the high-level synthesis of programmable continuous-time baseband filters able to achieve optimum trade-off among dynamic range, distortion behavior, mismatch tolerance and power area consumptions is presented.
Delgado Restituto, Manuel +2 more
core +1 more source
Seismic evaluation and retrofit of reinforced concrete structures
The destructive earthquakes in the world clearly reveal the importance of the seismic behavior of the structures. The current study proposes and numerically investigates a systematic technique for the seismic assessment and retrofit of reinforced ...
Mangeshkumar R. Shendkar +2 more
doaj +1 more source
The seismic evaluation and retrofit of reinforced concrete (RC) structures considering masonry infills is the correct methodology because the infill walls are an essential part of RC structures and increase the stiffness and strength of structures in ...
Mangeshkumar R. Shendkar +4 more
doaj +1 more source
Numerical model to simulate the non-linear shear behaviour of RC elements [PDF]
Seismic assessment of RC structures requires realistic and simple analytical models. In this paper is presented the model proposed and implemented in the program PORANL, to represent the RC buildings behaviour under severe earthquake loading.
Costa, A., Rodrigues, H., Varum, H.
core
Effect of Core Drilling and Restoring the Subsequent RC Column Strength
Article title: Effect of Core Drilling and Restoring the Subsequent RC Column Strength Authors: Tamer H. K. Elafandy, Sherif A. Salem, L. M. Abd el Hafez and Mohamed A. Eid Journal: Journal of Asian Architecture and Building Engineering DOI: https://doi.
Tamer H. K. Elafandy +3 more
doaj +1 more source
Seismic Response of Multi-Storey Building Equipped with Steel Bracing [PDF]
Steel bracing has proven to be one of the most effective systems in resisting lateral loads. Although its use to upgrade the lateral load capacity of existing Reinforced Concrete (RC) frames has been the subject of numerous studies, guidelines for its ...
Sapkale, R. D. (Rahul)
core
Inelastic seismic response of RC building with control system. [PDF]
Conventional buildings are mainly designed based on elastic analysis of structures subjected to moderate earthquakes. In this case, the seismic forces are much smaller than the forces introduced by strong ground motions with the considered structural ...
Abang Ali, Abang Abdullah +5 more
core +1 more source
The accidental eccentricity effect is specified, in earthquake codes, to account for the possible uncertainties in the mass and stiffness distribution of the structural system and the effect of the torsional component of the earthquake ground motion on ...
Melih Sürmeli
doaj +1 more source

