Effect by world bank income classification. by Stephan Dietrich (6979985)

“…This is equivalent to the wellbeing loss resulting from GDP decreasing by several percentage points. The effect size varies substantially between, and within, countries, highlighting the importance of having local data. …”

Marginal effect of additional hot day on SWB. by Stephan Dietrich (6979985)

“…This is equivalent to the wellbeing loss resulting from GDP decreasing by several percentage points. The effect size varies substantially between, and within, countries, highlighting the importance of having local data. …”

Income satisfaction measure. by Stephan Dietrich (6979985)

“…This is equivalent to the wellbeing loss resulting from GDP decreasing by several percentage points. The effect size varies substantially between, and within, countries, highlighting the importance of having local data. …”

Marginal effect of HTD on income and SWB. by Stephan Dietrich (6979985)

“…This is equivalent to the wellbeing loss resulting from GDP decreasing by several percentage points. The effect size varies substantially between, and within, countries, highlighting the importance of having local data. …”

Estimation procedure flow-chart. by Stephan Dietrich (6979985)

“…This is equivalent to the wellbeing loss resulting from GDP decreasing by several percentage points. The effect size varies substantially between, and within, countries, highlighting the importance of having local data. …”

Structural model outline. by Stephan Dietrich (6979985)

“…This is equivalent to the wellbeing loss resulting from GDP decreasing by several percentage points. The effect size varies substantially between, and within, countries, highlighting the importance of having local data. …”

Schematic diagram of monitoring points and units. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Model monitoring points and units coordinates. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Layout plan of settlement monitoring points. by Yunke Liu (4839084)

“…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …”

SAR distribution in the cerebrum comparison before and after antenna miniaturized (Unit: W/kg). by Wen-Ying Zhou (10049543)

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Comparison of S-parameter and gain simulation of antennas. by Wen-Ying Zhou (10049543)

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Toroidal metamaterials. by Wen-Ying Zhou (10049543)

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Peak SAR values of different head tissues at different frequencies. by Wen-Ying Zhou (10049543)

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Human tissue dielectric parameters. by Wen-Ying Zhou (10049543)

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SAR distribution in the cerebellum comparison before and after antenna miniaturized (Unit: W/kg). by Wen-Ying Zhou (10049543)

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Fabrication of miniaturized MIMO mobile terminal antenna. by Wen-Ying Zhou (10049543)

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Performance comparison of miniaturized mobile terminal MIMO antenna. by Wen-Ying Zhou (10049543)

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SAR distribution in the brainstem comparison before and after antenna miniaturized (Unit: W/kg). by Wen-Ying Zhou (10049543)

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Human head modeling. by Wen-Ying Zhou (10049543)

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Simulated and measured S-parameters comparison of miniaturized MIMO mobile terminal antenna. by Wen-Ying Zhou (10049543)

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