Temperature…99 Appendix F Empirical Formula for Fundamental Natural Period of Structures… 152 Appendix G Approximate Vibration Mode Shape of Structures…155 Appendix H Equivalent Wind Load for Across-Wind and Torsional Vibration............ …157 Appendix J Acceleration of Wind Induced Along Wind and Across-Wind Vibration for Tall Buildings… …165 Explanation of Wording in This Code ...........................168 List of Quoted Standards............ 169 Addition:Explanation of Provisions.171 13Temperature ..............…..................……. 99 Appendix F Empirical Formula for Fundamental Natural Period of Structures …........….........……. 152 Appendix G Approximate Vibration Mode Shape of Structures .......................…................... 155 Appendix H Equivalent Wind Load for Across-Wind and Torsional Vibration .......................…. 157 Appendix J Acceleration of Wind Induced Along￾Wind and Across-Wind Vibration for Tall Buildings .......................…........….. 165 Explanation of W ording in This Code ….........…........…. 168 List of Quoted Standards ........….........................…… 169 Addition: Explanation of Provisions ……........……………. 171 13 www.weboos.com