Results 131 to 140 of about 15,633 (253)
87th Annual Meeting of the Meteoritical Society 2025: Abstracts
Meteoritics &Planetary Science, Volume 60, Issue S1, Page 30-350, August 2025.
wiley +1 more source
Analisa Inelastis Portal - Dinding Pengisi dengan “Equivalent Diagonal Strut”
Abstrak. Dinding pengisi biasa digunakan sebagai partisi atau penutup luar (cladding) pada struktur portal beton bertulang. Pemasangannya menunggu sampai struktur utama (portal beton bertulang) selesai dikerjakan, sehingga dianggap sebagai komponen non ...
Wiryanto Dewobroto
doaj
The existence of diverse modeling approaches for masonry-infilled frames causes uncertainty among practicing engineers when seeking a definitive model for their design practice.
Ahmed M. El-Kholy +3 more
doaj +1 more source
Overall structural seismic damage rapid assessment method based on period and displacement response characteristics. [PDF]
Wang M, Gao L, Yang Z.
europepmc +1 more source
Vulnerability assessment and strengthening of R.C. buildings non-seismically designed [PDF]
The seismic vulnerability associated with existing buildings, constructed until the late 1970’s, in urban areas in most southern European countries, with moderate to high seismic risk, is of extreme importance.
Varum, H.
core
RC Infilled Frame-RC Plane Frame Interactions for Seismic Resistance
Suyamburaja Arulselvan +3 more
openaire +1 more source
The fundamental period (T FP ) of vibration is the time required for a structure to complete one full cycle of vibration, and it is one of the main features of the structural system.
Filip Đorđević, Marko Marinković
doaj +1 more source
Flexural Behavior Characteristics of Steel Tubes Filled with SFRCCs Incorporating Recycled Materials. [PDF]
Yun HD, Park WS, Jang YI, Kim SW.
europepmc +1 more source
Seismic assessment of rc structures with infill masonry panels in Nepal: sensitivity analysis [PDF]
Reinforced concrete (RC) buildings in Nepal are constructed as RC frames with masonry infill panels. These structures exhibit a highly non-linear inelastic behaviour resulting from the interaction between the masonry infill panels and the surrounding ...
Chaulagain, Hemchandra +3 more
core
Seismic Protection of RC Buildings by Polymeric Infill Wall-Frame Interface. [PDF]
Akyildiz AT +2 more
europepmc +1 more source

