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Policy instruments for limiting global temperature rise to 1.5°C – can humanity rise to the challenge?

机译：限制全球温度上升至1.5°C的政策仪器 - 人类可以迎接挑战吗？

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Axel Michaelowa; Myles Allen; Fu Sha;
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年度 2018
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1. Policy instruments for limiting global temperature rise to 1.5℃ - can humanity rise to the challenge? [J] . Michaelowa Axel, Allen Myles, Sha Fu Climate Policy . 2018,第1a5期

机译：将全球温度限制在1.5摄氏度的政策工具-人类能应对挑战吗？
2. What are the implications of sea-level rise for a 1.5, 2 and 3 ℃ rise in global mean temperatures in the Ganges-Brahmaputra-Meghna and other vulnerable deltas? [J] . Sally Brown, Robert J. Nicholls, Attila N. Lázár, Regional Environmental Change . 2018,第6期

机译：恒河-布拉马普特拉-梅格纳和其他脆弱三角洲的全球平均温度上升1.5、2和3℃，海平面上升的含义是什么？
3. Adjusting Mitigation Pathways to Stabilize Climate at 1.5°C and 2.0°C Rise in Global Temperatures to Year 2300 [J] . Philip Goodwin, Sally Brown, Ivan David Haigh, Earth s Future . 2018,第3期

机译：调整缓解途径，以稳定到2300年全球温度升高1.5°C和2.0°C的气候
4. Determination of Temperature Rise and Temperature Differentials of CEMII/B-V Cement for 20MPa Mass Concrete using Adiabatic Temperature Rise Data [C] . GO Chee Siang International Conference on Materials Technology and Energy . 2017

机译：使用绝热升高数据测定20MPA质量混凝土的CEMII / B-V水泥温度升高
5. Trading in the state: United States trade policy formation and the rise of globalization, 1934--2000. [D] . Chorev, Nitsan. 2003

机译：州内贸易：1934--2000年，美国贸易政策的形成和全球化的兴起。
6. Optimal temperature overshoot profile found by limiting global sea level rise as a lower-cost climate target [O] . Chao Li, Hermann Held, Sascha Hokamp, 2020

机译：通过限制全球海平面上升作为低成本气候目标发现最佳温度超调曲线
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。

Policy instruments for limiting global temperature rise to 1.5°C – can humanity rise to the challenge?

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