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(2) Initial cracking stage: during the 2nd cycle, the specimen was loaded to 50.11 kN and 50.35 kN in the positive and negative direction, respectively. Six micro-cracks in the direction of about 30 appeared at the bottom part at the front and the longest crack had a length of 370.00 mm. A horizontal micro-crack with a length of 300.00 mm appeared at the bottom part at the back of the specimen. It was suggested that during the initial cracking stage of the specimen, the cracks appeared firstly at the bottom part of the wall where the shear force was the largest.

(5) Damage stage: during the 11th cycle, the specimen was loaded to 21.40 mm and 20.10 mm in the positive and negative direction, respectively. The gypsum boards in the front peeled off severely, the concrete at the bottom right part was crushed and the reinforcement was bent. The cracks at the bottom part at the back were widened. During the 12th cycle, the specimen was loaded to 20.00 mm in the positive direction. The displacement increased dramatically then dropped quickly and the specimen failed. It was suggested that shear damage was the dominant damage mode for the specimen and the concrete at both sides was crushed. When the specimen failed, a large part of gypsum board in the front spalled (Figure 9a,c) or thick honeycomb cracks appeared (Figure 9e), together with peeling and hollowing. Obvious diagonal, horizontal and vertical cracks were witnessed at the back as shown in Figure 9b,d and f. The diagonal cracks were caused by shear force carried by the insulation board and externally bonded single gypsum board and the horizontal and vertical cracks were probably due to torsion as a result of eccentric force sustained by non-load-carrying insulation board and externally bonded single gypsum board.

(1) Before the concrete cracked: the strain variation of each material in CEW and CIW was small and can be considered synchronous. At this stage, the reinforcement, concrete, gypsum and insulation of the wallboard were able to work coordinately.

Ultra-Orthodox Jews, or Haredim, were exempt from compulsory military service under the 2002 Tal Law, which expired in 2012 after the High Court of Justice ruled it unconstitutional. In 2014, the Knesset enacted a law to formally end the exemption, setting the goal of enlisting 5,200 Haredim per year by mid-2017. However, legislation adopted in November 2015 effectively postponed enforcement of the 2014 measure until 2023.

The authorities took a number of steps to crack down on violent protests in 2015. In July, the Knesset passed legislation imposing harsher sentences for stone-throwing offenses under Israeli criminal law, with penalties of up to 20 years in prison for adults who throw objects at a vehicle with intent to harm the occupants. In September, the government authorized police to fire small-caliber bullets at stone throwers if a third party's life is threatened, not just when the officer's own life is in danger. In November, the Knesset approved three-year minimum prison sentences for stone-throwing offenses in Israel, as well as the suspension of social benefits for the parents of juvenile offenders. Meanwhile, human rights groups in late 2015 accused police of using deadly force against some perpetrators of stabbing and vehicular attacks when they did not pose a lethal threat. 350c69d7ab


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