Results 121 to 130 of about 14,784 (312)
Abstract The previous seismic events indicated the vulnerability of old reinforced concrete (RC) structures against earthquakes due to the absence of seismic detailing and capacity design specifications in such buildings. In this context, beam‐column joints (BCJ) of the existing RC structures built before the 1970s have exhibited poor structural ...
Peyman Sabbahfar +3 more
wiley +1 more source
Urban Seismic Risk Assessment by Integrating Direct Economic Loss and Loss of Statistical Life: An Empirical Study in Xiamen, China. [PDF]
Zhou S, Zhai G, Shi Y, Lu Y.
europepmc +1 more source
Innovative development and structural behavior of hollow columns using inflatable molds
Abstract This study introduces a novel approach for constructing hollow columns using precast (PC) methods enhanced by inflatable air tubes as internal molds. The proposed method addresses practical challenges in conventional hollow column construction, such as limited constructability, high production cost, and interference between internal molds and ...
Soo Hyung Kim +3 more
wiley +1 more source
Loss Estimation and seismic risk assessment in Eastern Turkey [PDF]
Stjepan Lakušić
openalex +1 more source
Guest editorial to the special issue—Seismic risk assessment in Italy [PDF]
Mauro Dolce, Andrea Prota
openalex +1 more source
Abstract This study introduces an innovative approach to strengthening defected reinforced concrete (RC) columns using externally bonded stainless steel and galvanized steel plates. Unlike conventional strengthening methods, this technique replaces traditional transverse stirrups with steel sheets, providing enhanced confinement and ductility.
Ahmed Hamoda +5 more
wiley +1 more source
Earthquake Risk Appraisal through Seismic Monitoring Structure and Guidelines of India
Iosr Journals +2 more
openalex +1 more source
COMPUTER-AIDED SEISMIC RISK ASSESSMENT AT URBAN SCALE. MODEL DEFINITION AND VALIDATION ON A CASE STUDY [PDF]
Alberto Basaglia +3 more
openalex +1 more source
Flexural performance of concrete‐filled steel tubular beams with wood chip aggregate
Abstract This study investigates the flexural performance of concrete‐filled steel tubular (CFST) beams with partial replacement of aggregates by wood chips (0%–25%) through experimental and numerical analysis. This study is novel in that it experimentally and numerically investigates the flexural behavior of CFST beams with partial replacement of ...
Mizan Ahmed +6 more
wiley +1 more source
Probabilistic approach to evaluating seismicity in CO2 storage risk assessment
Scott C. Ayash +5 more
openalex +1 more source

