Pages that link to "Item:Q45276"
From geokb
The following pages link to Mehmet Celebi (Q45276):
Displayed 43 items.
- Real-time seismic monitoring of structures: Data handling and case studies (Q251868) (← links)
- Seismic monitoring to assess performance of structures In near‐real time: Recent progress (Q253005) (← links)
- Seismic monitoring of structures and new developments (Q254629) (← links)
- Seismic monitoring solutions for buildings (Q255877) (← links)
- Evaluation of performance of Taiwan housing stock and schools during the Mw6.4 Kaohsiung/Meinong Earthquake of February 6, 2016 (Q257718) (← links)
- Seismic response of eccentrically braced tall buildings (Q257852) (← links)
- Seismic response of a typical shear-wall dominated high-rise condominium building during the January 7, 2020 Mw6.4 Indios, Puerto Rico earthquake (Q258226) (← links)
- Response study of the tallest California building inferred from the Mw7.1 Ridgecrest, California earthquake of 5 July 2019 and ambient motions (Q259481) (← links)
- Study of responses of 64-story Rincon Building to Napa, Fremont, Piedmont, San Ramon earthquakes and ambient motions (Q260082) (← links)
- S2HM must be real-time or not? (Q260882) (← links)
- Earthquake early warning for estimating floor shaking levels of tall buildings (Q264029) (← links)
- Ambient response of a unique performance-based design building with dynamic response modification features (Q266408) (← links)
- Introduction to the special issue on rotational seismology and engineering applications (Q267741) (← links)
- The 19 September 2017 M 7.1 Puebla‐Morelos earthquake: Spectral ratios confirm Mexico City zoning (Q268090) (← links)
- Ground motion (Q270558) (← links)
- Integrated seismic monitoring of the Atwood Building, Anchorage (AK) and recorded earthquake responses (Q270744) (← links)
- Responses of the odd couple Carquinez, CA, suspension bridge during the Mw6.0 south Napa earthquake of August 24, 2014 (Q271447) (← links)
- Zoning Verification in Mexico City Using Strong Motions of the M7.1 Puebla-Morelos Earthquake of September 19, 2017 (Q271855) (← links)
- Revelations from ambient shaking data of a recently instrumented unique building at MIT campus (Q272916) (← links)
- Seismic monitoring to assess performance of structures in near-real time: Recent progress (Q272926) (← links)
- On the utilization of synthetic and measured earthquake ground motions for designing building monitoring systems in the near-field of major faults (Q277222) (← links)
- Response of the tallest California building during the Mw7.1 July 5, 2019 Ridgecrest, California earthquake (Q277583) (← links)
- Seismic responses of two adjacent buildings. II. Interaction (Q277628) (← links)
- The flaminio obelisk in Rome: vibrational characteristics as part of preservation efforts (Q277675) (← links)
- Quantifying the effect of beating inferred from recorded responses of tall buildings (Q282673) (← links)
- Collaborative recorded data based response studies of four tall buildings in California (Q282737) (← links)
- Drift issues of tall buildings during the March 11, 2011 M9.0 Tohoku earthquake, Japan - Implications (Q283473) (← links)
- Seismic responses of two adjacent buildings. I. Data and analyses (Q283888) (← links)
- Preliminary study of correlation of natural periods and damping percentages of tall buildings in several countries (Q283997) (← links)
- Highlights of a cursory study of behavior of three instrumented buildings during the Mw7.1 Anchorage, Alaska, earthquake of November 30, 2018 (Q285625) (← links)
- Responses of a 64-story unique San Francisco, CA. building to four earthquakes and ambient motions (Q285800) (← links)
- Responses of the Carquinez, California suspension bridge during the MW6.0 South Napa earthquake of August 24, 2014 (Q288306) (← links)
- Performance-based earthquake early warning for tall buildings (Q289377) (← links)
- Engineering implications of ground motions from the 1999 Turkey earthquakes (Q290879) (← links)
- Joint system-input identification of bridge structures (Q296583) (← links)
- Significance of beating observed in earthquake responses of buildings (Q296594) (← links)
- Response study of a tall San Diego, California building inferred from the M7.1 July 5, 2019 Ridgecrest, California earthquake motions (Q299315) (← links)
- Reassessment of probabilistic seismic hazard in the Marmara region (Q299649) (← links)
- S2HM of buildings in USA (Q307736) (← links)
- Comparison of damping in buildings under low-amplitude and strong motions (Q308959) (← links)
- Significant seismic behavior features of two tall buildings inferred from response records (Q311052) (← links)
- Before and after retrofit behavior and performance of a 55-story tall building inferred from distant earthquake and ambient vibration data (Q315448) (← links)
- The behavior of the Salesforce Tower, the tallest building in San Francisco, California inferred from earthquake and ambient shaking (Q316087) (← links)
