Results 101 to 110 of about 204,718 (355)
This study presents a high-performance external strengthening strategy for reinforced concrete (RC) beam–column joints, integrating near-surface mounted (NSM) Carbon Fiber Reinforced Polymer (C-FRP) ropes with externally bonded C-FRP sheets. The X-shaped
Emmanouil Golias, Chris Karayannis
doaj +1 more source
Seismic design of setback irregular steel structures based on life cycle cost. [PDF]
Jebelli ST, Behnam B, Tehrani P.
europepmc +1 more source
Investigation of seismicity and related effects at NASA Ames-Dryden Flight Research Facility, Computer Center, Edwards, California [PDF]
This report discusses a geological and seismological investigation of the NASA Ames-Dryden Flight Research Facility site at Edwards, California.
Cousineau, R. D. +2 more
core +1 more source
This paper explores how climate‐resilient technologies, such as smart grids, digital twins, and self‐healing materials, can enhance urban resilience. It highlights the urgent need for proactive planning, public‐private collaboration, and data‐driven innovation to future‐proof underground infrastructure amid accelerating climate and urban pressures ...
Kai Chen Goh +12 more
wiley +1 more source
The application of the innovative C-FRP ropes for the strengthening of reinforced concrete columns is experimentally examined. Two real-scale specimens with the same geometrical characteristics and the same steel reinforcements were constructed for the ...
Chris Karayannis, Emmanuil Golias
doaj +1 more source
Seismic design of rectangular/square columns in SDOF systems based on their damage performance. [PDF]
Wang Y, Liu Z, Zhang D, Hu Z, Yu D.
europepmc +1 more source
B1 is bord width 1, B2 is bord width 2, L is the pillar length, W is the pillar width, red color and letter A represent the pillars, and white color and number 1 represent excavated areas. Pstress is the average pillar stress; σv is the vertical component of the virgin stress, MPa; and e is the areal extraction ratio. e = B o B o + B P ${\rm{e}}=\frac{{
Tawanda Zvarivadza +4 more
wiley +1 more source
Empirical assessment of seismic design hazard's exceedance area. [PDF]
Iervolino I, Vitale A, Cito P.
europepmc +1 more source
Determination of design spectrum compatible evolutionary spectra via Monte Carlo peak factor estimation [PDF]
The problem of generating ensembles of artificial non-stationary earthquake accelerograms compatible with a given (target) response/design spectrum is cast on a stochastic basis.
Giaralis, A., Spanos, P. D.
core

