最新learning_Social Cognitive教学讲义PPT课件.ppt

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1、learning_SocialCognitiveBackgroundSCCTisderivedfromAlbertBandura’ssocialcognitivetheory3“buildingblocks”ofcareerdevelopmentSelfefficacyOutcomeexpectationsPersonalGoals3BuildingBlocksSelfefficacy-beliefsaboutourabilitiestosucceedPrimarysourcesofselfefficacyPersonalperformancea

2、ndaccomplishmentsVicariouslearningSocialpersuasionPhysiologicalandaffectivestatesOutcomeexpectations-beliefsabouttheoutcomeofperformingparticularbehaviorsPersonalgoals-thedeterminationtoengageinaparticularactivityortoeffectaparticularoutcomeSocialCognitiveCareerTheoryBrown,S.

3、andLent,R.(1996).Asocialcognitiveframeworkforcareerchoicecounseling.TheCareerDevelopmentQuarterly,44,355-367MajorTenetsSomepeopleeliminatepossibleoccupationsduetofaultyselfefficacybeliefsoroutcomeexpectationsThegreatertheperceivedbarrierstoanoccupation,thelesslikelyindividual

4、saretopursuethosecareersModifyingfaultyselfefficacyandoutcomeexpectationscanhelpindividualsacquirenewsuccessfulexperiencesandopentheireyestonewcareeroccupationsSocialCognitiveCareerTheoryCounselingStrategies(Brown&Lent,1996)1.IdentifyForeclosedOccupationalOptionsHelpclientsco

5、nstructthebroadestpossiblearrayofoccupationalpossibilities,eventhosetheymayhaveeliminatedaspossibilities,orthosethatareoflowerinterestAdministerassessments(lookforinterestandaptitudematch)2.AnalyzeBarrierPerceptionsExaminebarriers,thelikelihoodthebarrierswillbeencountered,and

6、developaplantoovercomethebarriersSocialCognitiveCareerTheory3.ModifyselfefficacybeliefsHelpclientsdevelopnewperformanceexperiencestoenhanceselfefficacyrelatedtooccupationsReanalyzepastexperiencesandexaminethedevelopmentoffaultyselfefficacyand/oroutcomeexpectations正截面承载力计算的基本假

7、定3.正截面承载力计算的基本原则(1)正截面承载力计算的基本假定《混凝土结构设计规范》（GB50010-2010）：6．2．1正截面承载力应按下列基本假定进行计算：1平截面假定：截面应变保持平面，即变形前的平面变形后仍为平面，截面上各点应变保持线性关系；3.正截面承载力计算的基本原则(1)正截面承载力计算的基本假定《混凝土结构设计规范》（GB50010-2010）：6．2．1正截面承载力应按下列基本假定进行计算：2不考虑混凝土的抗拉强度，即全部拉力由纵向受拉钢筋承担。3.正截面承载力计算的基本原则(1)正截面承载力计算的基本假定《混凝土结构设计规

8、范》（GB50010-2010）：6．2．1正截面承载力应按下列基本假定进行计算：3混凝土受压的应力与应变关系按下列规定取用：0≥0.