{"id":363470,"date":"2024-10-20T01:45:51","date_gmt":"2024-10-20T01:45:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-mop-143-2020\/"},"modified":"2024-10-26T02:45:39","modified_gmt":"2024-10-26T02:45:39","slug":"asce-mop-143-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-mop-143-2020\/","title":{"rendered":"ASCE MOP 143 2020"},"content":{"rendered":"<p>Task Committee for the Design and Performance of Tall Buildings of the Structural Engineering Institute of ASCE<b><\/b><i>Design and Performance of Tall Buildings for Wind<\/i>, MOP 143, provides a framework for the design of tall buildings for wind. This MOP presents detailed guidance on industry standard practices and design approaches that complement current literature, model codes, and other standards. The performance of tall buildings in wind depends on a combination of wind climate, loading effects, structural system, and damping. MOP 143 provides recommendations on setting and achieving performance objectives, including<\/p>\n<ul>\n<li>Selection of the wind loading mean recurrence interval (MRI) for serviceability;<\/li>\n<li>Establishment of performance objectives and acceptance criteria;<\/li>\n<li>Guidance on modeling building structural properties such as stiffness and damping; and<\/li>\n<li>Modeling of uncertainties in wind climate, wind loading, and other effects.<\/li>\n<\/ul>\n<p>MOP 143 will be a valuable resource for structural engineers, wind engineering consultants, architects, and other stakeholders with a vested interest in design of tall buildings.<\/p>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>8<b><\/td>\n<td>Contents  <\/td>\n<\/tr>\n<tr>\n<td><b>12<b><\/td>\n<td>Preface  <\/td>\n<\/tr>\n<tr>\n<td><b>14<b><\/td>\n<td>Acknowledgments  <\/td>\n<\/tr>\n<tr>\n<td><b>16<b><\/td>\n<td>Introduction <br \/> 1.1 Purpose <br \/> 1.2 Scope  <\/td>\n<\/tr>\n<tr>\n<td><b>17<b><\/td>\n<td>1.3 Use of This Manual  <\/td>\n<\/tr>\n<tr>\n<td><b>18<b><\/td>\n<td>1.4 Historic General Design Requirements <br \/> 1.5 Stakeholders  <\/td>\n<\/tr>\n<tr>\n<td><b>20<b><\/td>\n<td>1.6 Nature of Wind  <\/td>\n<\/tr>\n<tr>\n<td><b>21<b><\/td>\n<td>1.7 Limitations  <\/td>\n<\/tr>\n<tr>\n<td><b>22<b><\/td>\n<td>Design Process <br \/> 2.1 Overview <br \/> 2.2 Establish Performance Objectives  <\/td>\n<\/tr>\n<tr>\n<td><b>23<b><\/td>\n<td>2.3 Preliminary Structural Design <br \/> 2.4 Wind Climate Assessment  <\/td>\n<\/tr>\n<tr>\n<td><b>24<b><\/td>\n<td>2.5 Wind-Induced Loads and Responses  <\/td>\n<\/tr>\n<tr>\n<td><b>25<b><\/td>\n<td>2.6 Structural Modeling and Analysis <br \/> 2.7 Comparison of Results to Acceptance Criteria <br \/> 2.8 Wind Optimization Program <br \/> 2.9 Final Design  <\/td>\n<\/tr>\n<tr>\n<td><b>28<b><\/td>\n<td>Performance Objectives and Acceptance Criteria <br \/> 3.1 Introduction <br \/> 3.2 Mean Recurrence Intervals  <\/td>\n<\/tr>\n<tr>\n<td><b>29<b><\/td>\n<td>3.2.1 Strength: Foundation and Lateral System (Main Wind Force Resisting System) <br \/> 3.2.2 Serviceability: Drift and Displacement  <\/td>\n<\/tr>\n<tr>\n<td><b>30<b><\/td>\n<td>3.2.3 Serviceability: Accelerations and Motion Perception  <\/td>\n<\/tr>\n<tr>\n<td><b>31<b><\/td>\n<td>3.3 Stability <br \/> 3.3.1 P-Delta (Second Order) Effects  <\/td>\n<\/tr>\n<tr>\n<td><b>32<b><\/td>\n<td>3.3.2 Story Stability Coefficient <br \/> 3.3.3 Stability Evaluation with P-Delta Analysis  <\/td>\n<\/tr>\n<tr>\n<td><b>33<b><\/td>\n<td>3.3.4 Global Stability and Story Stability  <\/td>\n<\/tr>\n<tr>\n<td><b>34<b><\/td>\n<td>3.3.5 Stability Acceptance Criteria <br \/> 3.4 Strength Evaluation of the Lateral Force-Resisting System  <\/td>\n<\/tr>\n<tr>\n<td><b>35<b><\/td>\n<td>3.5 Building Displacements <br \/> 3.5.1 Overall Building Deflection <br \/> 3.5.2 Story Drift  <\/td>\n<\/tr>\n<tr>\n<td><b>37<b><\/td>\n<td>3.5.3 Drift Measurement Index  <\/td>\n<\/tr>\n<tr>\n<td><b>38<b><\/td>\n<td>3.5.4 Recommended Drift Criteria <br \/> 3.6 Nonstructural Elements  <\/td>\n<\/tr>\n<tr>\n<td><b>40<b><\/td>\n<td>3.7 Occupant Comfort <br \/> 3.7.1 Acceleration  <\/td>\n<\/tr>\n<tr>\n<td><b>42<b><\/td>\n<td>3.7.2 Visual and Auditory <br \/> 3.8 Project-Specific Performance  <\/td>\n<\/tr>\n<tr>\n<td><b>44<b><\/td>\n<td>Preliminary Structural Design <br \/> 4.1 Purpose <br \/> 4.2 Preliminary Wind Estimates <br \/> 4.2.1 Along-Wind Response  <\/td>\n<\/tr>\n<tr>\n<td><b>45<b><\/td>\n<td>4.2.2 Crosswind Response <br \/> 4.3 Estimation of Building Performance  <\/td>\n<\/tr>\n<tr>\n<td><b>46<b><\/td>\n<td>4.3.1 Preliminary Structural Analysis  <\/td>\n<\/tr>\n<tr>\n<td><b>47<b><\/td>\n<td>4.3.2 Strength Checks <br \/> 4.3.3 Building Periods and Mode Shapes  <\/td>\n<\/tr>\n<tr>\n<td><b>50<b><\/td>\n<td>Wind Climate Assessment <br \/> 5.1 Overview <br \/> 5.2 Davenport Wind Loading Chain  <\/td>\n<\/tr>\n<tr>\n<td><b>51<b><\/td>\n<td>5.3 Wind Climate: Storm Types and Data Sources <br \/> 5.3.1 Windstorm Types  <\/td>\n<\/tr>\n<tr>\n<td><b>52<b><\/td>\n<td>5.3.2 Data Sources  <\/td>\n<\/tr>\n<tr>\n<td><b>53<b><\/td>\n<td>5.4 Influence of Terrain  <\/td>\n<\/tr>\n<tr>\n<td><b>54<b><\/td>\n<td>5.5 Extreme Value Analysis  <\/td>\n<\/tr>\n<tr>\n<td><b>55<b><\/td>\n<td>5.6 Design Criteria: Mean Recurrence Intervals  <\/td>\n<\/tr>\n<tr>\n<td><b>56<b><\/td>\n<td>Wind Tunnel Testing <br \/> 6.1 Overview <br \/> 6.2 Triggers for Testing  <\/td>\n<\/tr>\n<tr>\n<td><b>57<b><\/td>\n<td>6.3 Types of Wind Tunnel Tests  <\/td>\n<\/tr>\n<tr>\n<td><b>58<b><\/td>\n<td>6.3.1 High-Frequency Balance  <\/td>\n<\/tr>\n<tr>\n<td><b>59<b><\/td>\n<td>6.3.2 High-Frequency Pressure Integration  <\/td>\n<\/tr>\n<tr>\n<td><b>60<b><\/td>\n<td>6.3.3 Aeroelastic Method  <\/td>\n<\/tr>\n<tr>\n<td><b>62<b><\/td>\n<td>6.4 Physical Testing versus Computational Estimates <br \/> 6.5 Testing Procedure <br \/> 6.5.1 Timeline and Type for Testing  <\/td>\n<\/tr>\n<tr>\n<td><b>63<b><\/td>\n<td>6.5.2 Inclusions and Exclusions <br \/> 6.5.3 Required Input Information <br \/> 6.6 Combining Climate and Wind Tunnel Data  <\/td>\n<\/tr>\n<tr>\n<td><b>64<b><\/td>\n<td>6.7 Typical Outputs  <\/td>\n<\/tr>\n<tr>\n<td><b>66<b><\/td>\n<td>6.8 Additional Considerations <br \/> 6.8.1 Shielding and Influence from Surrounding Buildings <br \/> 6.8.2 Design Evolution <br \/> 6.8.3 Minimum Thresholds  <\/td>\n<\/tr>\n<tr>\n<td><b>68<b><\/td>\n<td>Damping <br \/> 7.1 Overview <br \/> 7.2 Inherent Damping  <\/td>\n<\/tr>\n<tr>\n<td><b>69<b><\/td>\n<td>7.3 Aerodynamic Damping <br \/> 7.4 Supplemental Damping  <\/td>\n<\/tr>\n<tr>\n<td><b>70<b><\/td>\n<td>7.4.1 Direct Damping Systems  <\/td>\n<\/tr>\n<tr>\n<td><b>71<b><\/td>\n<td>7.4.2 Indirect Damping Systems  <\/td>\n<\/tr>\n<tr>\n<td><b>73<b><\/td>\n<td>7.5 Supplemental Damping: Strength and Serviceability  <\/td>\n<\/tr>\n<tr>\n<td><b>74<b><\/td>\n<td>Structural Modeling and Analysis <br \/> 8.1 Structural Modeling  <\/td>\n<\/tr>\n<tr>\n<td><b>75<b><\/td>\n<td>8.1.1 Strength-Level and Serviceability-Level Analysis <br \/> 8.1.2 Primary Lateral Load-Resisting System and Nonparticipating Elements  <\/td>\n<\/tr>\n<tr>\n<td><b>76<b><\/td>\n<td>8.1.3 Building Mass  <\/td>\n<\/tr>\n<tr>\n<td><b>77<b><\/td>\n<td>8.1.4 P-Delta (Second Order) Effects <br \/> 8.1.5 Diaphragms  <\/td>\n<\/tr>\n<tr>\n<td><b>78<b><\/td>\n<td>8.1.6 Foundation Flexibility  <\/td>\n<\/tr>\n<tr>\n<td><b>79<b><\/td>\n<td>8.1.7 Panel Zone Deformations  <\/td>\n<\/tr>\n<tr>\n<td><b>80<b><\/td>\n<td>8.2 Special Considerations for Reinforced Concrete Structures <br \/> 8.2.1 Expected Strength and Modulus of Elasticity of Concrete Materials  <\/td>\n<\/tr>\n<tr>\n<td><b>81<b><\/td>\n<td>8.2.2 Stiffness Modifiers and Behavior of Cracked Reinforced Concrete Structures  <\/td>\n<\/tr>\n<tr>\n<td><b>82<b><\/td>\n<td>8.2.3 Simplified Method for Selecting Stiffness Modifiers <br \/> 8.2.4 Detailed Method for Selecting Stiffness Modifiers  <\/td>\n<\/tr>\n<tr>\n<td><b>86<b><\/td>\n<td>Wind Optimization Program <br \/> 9.1 Introduction <br \/> 9.2 Building Orientation  <\/td>\n<\/tr>\n<tr>\n<td><b>87<b><\/td>\n<td>9.3 Building Geometry  <\/td>\n<\/tr>\n<tr>\n<td><b>88<b><\/td>\n<td>9.4 Holistic Optimization  <\/td>\n<\/tr>\n<tr>\n<td><b>92<b><\/td>\n<td>Concluding Remarks <br \/> 10.1 Design Validation <br \/> 10.2 Peer Review  <\/td>\n<\/tr>\n<tr>\n<td><b>93<b><\/td>\n<td>10.3 Concurrent Research and Future Directions <br \/> 10.3.1 Monitoring  <\/td>\n<\/tr>\n<tr>\n<td><b>94<b><\/td>\n<td>10.3.2 Performance-Based Design <br \/> 10.3.3 Computational Wind Engineering <br \/> 10.3.4 High-Performance and New Materials  <\/td>\n<\/tr>\n<tr>\n<td><b>95<b><\/td>\n<td>10.4 Closing Remarks  <\/td>\n<\/tr>\n<tr>\n<td><b>96<b><\/td>\n<td>References  <\/td>\n<\/tr>\n<tr>\n<td><b>100<b><\/td>\n<td>Index  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>ASCE Manuals and Reports on Engineering Practice 143: Design and Performance of Tall Buildings for Wind<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/asce\/\"><b>ASCE<\/b><\/a><\/td>\n<td>2020<\/td>\n<td>105<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363476,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-363470","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/363470","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/363476"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363470"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363470"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363470"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}