Product development of earthquake safe houses and schools / vorgelegt von Mohammad Samsamshariat. 2009
Content
- First_page
- Dedication_2
- 01-Acknowledgments_3
- 02-Abstract_1
- 03-Zusammenfassung
- 04-Table_of_contents_final
- 1-Introduction_2
- 2-Basics_of_product_development_and_task_clarification_3
- 3-Market_survey_3
- Market Survey
- 3.
- 3.2.
- Demand on schools
- 3.3.
- Seismic Risk
- 3.3.1.
- Seismic Hazard
- 3.3.2.
- Seismic vulnerability
- 3.4.
- Major construction types in developing countries
- 3.4.1.
- Adobe houses
- 3.4.2.
- Wood houses
- 3.4.3.
- Stone masonry houses
- 3.4.4.
- Brick masonry houses
- 3.4.5.
- Confined masonry houses
- 3.4.6.
- Reinforced concrete frame buildings
- 4-Lessons_learnt_4
- Last earthquakes: costs paid, lessons learnt
- 4.
- 4.1.2.
- Turn over of slim high-rise buildings, Niigata, Japan [16]
- Seismic induced overturning and resisting moments
- Collapse due to asymmetry in the plan, Yalova, Turkey [12]
- Conventional housing units in urban and rural areas by the year of construction completion [19]
- An example of elastic design spectrum from EN 1998-1 [27]
- Good behavior of containers in earthquake [29]
- 5-Conceptual_design_5
- 6-Embody_design_5
- 7-Detail_design_4
- Building description
- 7.1.
- Modeling and analysis
- 7.2.
- 7.2.1.
- 7.2.2.
- 7.2.3.
- Cost calculation
- 7.3.
- Highlights
- 7.4.
- 8-Conclusions_1
- 9-Bibliography_table_05-04-2009_1
- References
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