Results 71 to 80 of about 498 (185)
ABSTRACT A significant portion of existing reinforced concrete (RC) structures in seismically active regions was constructed prior to the adoption of modern seismic design standards, leaving them highly susceptible to earthquake‐induced damage. The vulnerabilities of these structures, often exacerbated by material degradation, have been starkly ...
İsmail Ozan Demirel +3 more
wiley +1 more source
Seismic performance comparison of reinforced concrete portal frames with brick masonry and CLT infill panels [PDF]
This study compares the seismic performance of reinforced concrete (RC) frames infilled with brick masonry and three-panel cross-laminated timber (CLT) under cyclic lateral loading.
Putri Yastari Febi +5 more
doaj +1 more source
ABSTRACT Over recent decades, the collection of seismic data has improved the understanding of near‐fault ground motion effects, which involve both horizontal and vertical components. Among the most significant effects are fault‐normal directivity, which concentrates seismic energy into an intense, long‐period pulse, and fault‐parallel fling step ...
Giulia Giuliani +7 more
wiley +1 more source
Reinforced-Concrete (R/C) frame structures with unreinforced clay brick masonry (URM) infill walls are commonly used in developing countries with regions of high seismicity.
Jafril Tanjung , Maidiawati
doaj +1 more source
The strengthening of masonry infill wall panels (MIWPs) in reinforced concrete (RC) frame structures is of prime importance due to their failure in the in-plane and out-of-plane direction, as evidenced by past earthquakes.
Zain Ul Abidin +6 more
doaj +1 more source
Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation.
Syed Azmat Ali Shah +5 more
doaj +1 more source
Reinforced concrete (RC) infilled frames are widely used structural systems; however, seismic design provisions often idealize masonry infill as non-structural, leading to uncertainty in performance assessment.
Nisar Ali Khan +4 more
doaj +1 more source
Cyclic testing of single-span weak frames with masonry infill
Experimental test results for fourteen samples of single-span, single-storey, non-seismically designed reinforced-concrete (weak) masonry infill frames are presented in the paper.
Goran Gazić, Vladimir Sigmund
doaj +1 more source
Following the 2004 Indian Ocean earthquake and tsunami in Aceh, Indonesia, the Indonesian government undertook large-scale housing reconstruction projects in collaboration with various international Non-Government Organizations (NGOs).
Abdullah +4 more
doaj +1 more source
The Dynamic Properties of Historic Timber-Framed Masonry Structures in Bursa, Turkey
Timber-framed masonry structures are known as an effective earthquake load resisting system in high seismicity regions such as Bursa, Turkey. Intense earthquakes have occurred throughout history; however, many of the traditional timber structures have ...
M. Bilal Bağbancı +1 more
doaj +1 more source

