Results 51 to 60 of about 2,060 (163)

Design of coupled wall structures as evolving structural systems [PDF]

, 2014
Coupled wall (CW) structures are outstanding lateral load resisting systems that not only reduce the deformation demands on the building, but also distribute inelastic deformation both vertically and in plan, between the coupling beams and the wall piers.
Eljadei, AA, Harries, KA
core   +3 more sources

Overstrength and Response Modification Factor in Low Seismicity Regions

Journal of the Earthquake Engineering Society of Korea, 2006
Seismic design codes are mainly based on the research results for the inelastic response of structures in high seismicity regions. Since wind loads and gravity loads may govern the design in low seismicity regions in many cases, structures subjected to design seismic loads will have larger overstrength compared to those of high seismicity regions ...
openaire   +2 more sources

An Evaluation of Overstrength Factor of Seismic Designed Low Rise RC Buildings

Procedia Engineering, 2013
AbstractThis study investigates the overstrength factor of reinforced concrete frame designed according to EC2 and EC8. There are two families of building considered in this study, i.e: regular and irregular in elevation with setback. Each family are designed to gravity load only and designed to resist seismic load with medium ductility and high ...
Zahid, Mohd Zulham Affandi Mohd, Robert, Debbie, Shahrin, Fatehah   +2 more
openaire   +1 more source

Earthquake source effect and impact of the applied methodology to assess the overstrength factors of RC bridges

Soil Dynamics and Earthquake Engineering, 2022
Seismic hazard assessment in several sites worldwide depends on two or more seismic sources. Many countries affected by subduction zones have strong motions earthquakes originated in at least two important seismic sources. In Mexico, interplate earthquakes (subduction process) have epicenters located in the Pacific coast with hypocenter depths less ...
A.R. Sánchez, A. Arêde, J.M. Jara, P. Delgado   +3 more
openaire   +4 more sources

Mechanical Properties and Influence Factors of Ordinary Shear Links

Buildings
The current specification requires the same limiting values of inelastic rotation and the overstrength factor for shear links with a length ratio less than 1.6.
Shujun Hu, Shangwen Liu, Sizhi Zeng, Tiefeng Shao   +3 more
doaj   +1 more source

Behaviour Factor of Ductile Code-Designed Reinforced Concrete Frames

Advances in Civil Engineering, 2021
The current generation of seismic design codes is based on a linear elastic force-based approach that includes the nonlinear response of the structure implicitly through a response modification factor (named reduction factor R in American codes or ...
Massimiliano Ferraioli
doaj   +1 more source

Evaluasi Nilai Faktor Performa Struktur Modular Komposit dengan Dinding Internal Pelat Baja Bergelombang

Jurnal Teknik Sipil, 2023
Abstrak Struktur modular merupakan struktur yang terdiri dari modul-modul penyusun yang diprefabrikasi di pabrik dan dirakit di lokasi konstruksi secara efektif dapat mengurangi durasi konstruksi, meningkatkan kualitas pengerjaan dan optimasi sumber ...
Patria Kusumaningrum, ST., MT., Ph.D, Pramudya Tri Nanda   +1 more
doaj   +1 more source

Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings

Shock and Vibration, 2022
Infill walls are the most common separator panels in typical reinforced-concrete (RC) frame structures. It is crucial to investigate the influence of the infill walls on the earthquake behavior of RC frames.
Mangeshkumar R. Shendkar, Denise-Penelope N. Kontoni, Ercan Işık, Sasankasekhar Mandal, Pabitra Ranjan Maiti, Ehsan Harirchian   +5 more
doaj   +1 more source

Evaluation of seismic parameters of steel moment resisting frames based on “FEMA P-695” under near-field rotated ground motion [PDF]

Journal of Structural and Construction Engineering, 2016
Behavior factor (R) is one of the seismic design parameters that considers nonlinear performance of structures during an earthquake. In most of the seismic design codes, behavior factor has been used for considering nonlinear performance of structures in
M. Gerami, A. H. Mashayekhi, N. Siahpolo
doaj  

Direct displacement-based design of special composite RC shear walls with steel boundary elements [PDF]

Journal of Structural and Construction Engineering, 2016
Special composite RC shear wall (CRCSW) with steel boundary elements is a kind of lateral force resisting structural system which is used in earthquake-prone regions.
H. Kazemi, A. Mohebkhah
doaj