{"id":334535,"date":"2024-10-19T23:19:37","date_gmt":"2024-10-19T23:19:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-2018seismicevalolderconcretebuildings-2018\/"},"modified":"2024-10-25T22:18:01","modified_gmt":"2024-10-25T22:18:01","slug":"fema-p-2018seismicevalolderconcretebuildings-2018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-2018seismicevalolderconcretebuildings-2018\/","title":{"rendered":"FEMA P 2018SeismicEvalOlderConcreteBuildings 2018"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n00-FEMAP-2018_Cover <\/td>\n<\/tr>\n
2<\/td>\n01-FEMA_P-2018_Titlepage <\/td>\n<\/tr>\n
4<\/td>\n02-FEMA_P-2018_Foreword <\/td>\n<\/tr>\n
6<\/td>\n03-FEMA_P-2018_Preface <\/td>\n<\/tr>\n
8<\/td>\n04-FEMA_P-2018_ToC <\/td>\n<\/tr>\n
16<\/td>\n05-FEMA_P-2018_LoF <\/td>\n<\/tr>\n
27<\/td>\n06-FEMA_P-2018_LoT <\/td>\n<\/tr>\n
32<\/td>\n07-FEMA_P-2018_Ch1
1.1 ATC-78 Project Series <\/td>\n<\/tr>\n
34<\/td>\n1.2 Evaluation Methodology <\/td>\n<\/tr>\n
36<\/td>\n1.3 Comparison with ASCE\/SEI 41 <\/td>\n<\/tr>\n
37<\/td>\n1.4 Policy Implications <\/td>\n<\/tr>\n
40<\/td>\n1.5 Report Organization and Content <\/td>\n<\/tr>\n
42<\/td>\n08-FEMA_P-2018_Ch2
2.1 Scope and Applicability
2.1.1 Applicability <\/td>\n<\/tr>\n
44<\/td>\n2.1.2 Seismic Deficiencies that are not Considered in the Methodology
2.1.3 Buildings with Concrete Components that are not Considered in the Methodology
2.1.3.1 Tilt-Up Buildings <\/td>\n<\/tr>\n
45<\/td>\n2.1.3.2 Residential Bearing Wall Buildings with Precast Slabs
2.1.3.3 Lift-Slab Buildings
2.2 Overview of the Evaluation Methodology <\/td>\n<\/tr>\n
46<\/td>\n2.2.1 Overview of Key Calculation Procedures <\/td>\n<\/tr>\n
48<\/td>\n2.2.2 Early Identification of Lower Seismic Risk Buildings
2.2.3 Early Identification of Exceptionally High Seismic Risk Buildings <\/td>\n<\/tr>\n
49<\/td>\n2.3 Use of Alternate Analysis Procedures <\/td>\n<\/tr>\n
50<\/td>\n09-FEMA_P-2018_Ch3
3.1 As-Built Information <\/td>\n<\/tr>\n
51<\/td>\n3.2 Site Investigation
3.3 Seismic Hazard <\/td>\n<\/tr>\n
52<\/td>\n3.4 Material Properties
3.4.1 General
3.4.2 Concrete and Reinforcing Steel
3.4.3 Masonry Infill <\/td>\n<\/tr>\n
54<\/td>\n3.5 Condition of Structural Components
3.6 Structural Load Path Requirements
3.6.1 Diaphragm Continuity <\/td>\n<\/tr>\n
55<\/td>\n3.6.2 Concrete Element Interconnectivity <\/td>\n<\/tr>\n
56<\/td>\n3.7 Penthouse and Other Rooftop Structures <\/td>\n<\/tr>\n
57<\/td>\n10-FEMA_P-2018_Ch4
4.1 Introduction
4.2 Axial Loads on Columns and Walls
4.2.1 Expected Gravity Loads
4.2.2 Earthquake Axial Loads <\/td>\n<\/tr>\n
58<\/td>\n4.2.3 Load Combinations
4.3 Component Strength Calculations
4.3.1 General <\/td>\n<\/tr>\n
59<\/td>\n4.3.2 Concrete Column Strength
4.3.2.1 Column Shear Strength <\/td>\n<\/tr>\n
60<\/td>\n4.3.2.2 Column Flexural Strength
4.3.2.3 Effects of Column Lap Splices on Flexural Strength
4.3.3 Beam-Column Joint Shear Strength <\/td>\n<\/tr>\n
61<\/td>\n4.3.4 Slab-Column Frame Strength and Integrity Requirements <\/td>\n<\/tr>\n
62<\/td>\n4.3.5 Concrete Wall Strength
4.3.5.1 Wall Shear Strength
4.3.5.2 Wall Flexural Strength
4.3.6 Infilled Frame Strength
4.3.6.1 Masonry Infill Panel Strength <\/td>\n<\/tr>\n
64<\/td>\n4.3.6.2 Infilled Bay Strength <\/td>\n<\/tr>\n
65<\/td>\n4.4 Column Shear Strength Ratio
4.4.1 Column Shear Capacity in a Typical Story <\/td>\n<\/tr>\n
66<\/td>\n4.4.2 Slab-Column Frames <\/td>\n<\/tr>\n
67<\/td>\n11-FEMA_P-2018_Ch5
5.1 Introduction <\/td>\n<\/tr>\n
68<\/td>\n5.2 Classification of Concrete Components
5.2.1 Reinforced Concrete Columns
5.2.2 Reinforced Concrete Structural Walls <\/td>\n<\/tr>\n
69<\/td>\n5.3 Classification of Building Systems
5.3.1 Frame Systems
5.3.2 Frame-Wall Systems <\/td>\n<\/tr>\n
70<\/td>\n5.3.3 Bearing Wall Systems
5.3.4 Infilled Frame Systems <\/td>\n<\/tr>\n
71<\/td>\n5.4 Wall Index and Wall Strength Index
5.4.1 Wall Index <\/td>\n<\/tr>\n
72<\/td>\n5.4.2 Wall Strength Index
5.4.3 Identification of Lower Seismic Risk Buildings using the Wall Strength Index <\/td>\n<\/tr>\n
73<\/td>\n5.5 Effective Yield Strength
5.5.1 Plastic Mechanism Base-Shear Strength for Frames and Walls <\/td>\n<\/tr>\n
81<\/td>\n5.5.2 Plastic Mechanism Base-Shear Strength for Infilled Frame Systems <\/td>\n<\/tr>\n
83<\/td>\n5.5.3 Plastic Mechanism Base-Shear Strength for Mezzanines and Other Configurations <\/td>\n<\/tr>\n
84<\/td>\n5.5.4 Three-Dimensional Considerations <\/td>\n<\/tr>\n
85<\/td>\n5.5.5 Base Shear Ratio
5.6 Effective Fundamental Period <\/td>\n<\/tr>\n
86<\/td>\n5.6.1 Determination of Effective Period by Formula <\/td>\n<\/tr>\n
87<\/td>\n5.6.2 Determination of Effective Period by Structural Analysis
5.7 Global Demand-to-Capacity Ratio <\/td>\n<\/tr>\n
88<\/td>\n5.8 Identification of Lower Seismic Risk Buildings
5.8.1 Essentially Elastic Buildings
5.9 Identification of Exceptionally High Seismic Risk Buildings
5.9.1 Exceptionally Weak Buildings <\/td>\n<\/tr>\n
89<\/td>\n5.9.2 Discontinuous Walls Supported on Columns, Wall Piers, or Girders
5.9.2.1 Vertical Capacity Check on Columns and Wall Piers <\/td>\n<\/tr>\n
90<\/td>\n5.9.2.2 Girder Vertical Capacity Check <\/td>\n<\/tr>\n
91<\/td>\n5.10 Pounding
5.10.1 Shorter Interfering Building
5.10.1.1 Floors Align
5.10.1.2 Floors Not Aligned
5.10.2 Taller Interfering Building
5.10.2.1 Floors Aligned <\/td>\n<\/tr>\n
92<\/td>\n5.10.2.2 Floors Not Aligned <\/td>\n<\/tr>\n
93<\/td>\n12-FEMA_P-2018_Ch6
6.1 Introduction
6.2 Identify Critical Stories <\/td>\n<\/tr>\n
94<\/td>\n6.3 Identify Critical Components
6.3.1 Critical Columns
6.3.2 Critical Slab-Column Connections <\/td>\n<\/tr>\n
95<\/td>\n6.3.3 Critical Beam-Column Corner Connections
6.3.4 Discontinuous Columns
6.4 Calculate Global Seismic Drift Demand <\/td>\n<\/tr>\n
96<\/td>\n6.5 Calculate Story Drift Demand <\/td>\n<\/tr>\n
97<\/td>\n6.5.1 Adjustment of Story Drift Demand for P-Delta <\/td>\n<\/tr>\n
98<\/td>\n6.6 Calculate Drift Demands on Critical Components
6.6.1 Adjusted Drift Demand on Critical Components
6.6.2 Torsional Amplification Factor
6.6.3 Drift Factor
6.6.3.1 Drift Factor for Columns <\/td>\n<\/tr>\n
99<\/td>\n6.6.3.2 Drift Factor for Slab-Column Connections and Beam-Column Corner Connections
6.7 Calculate Drift Capacity of Critical Components
6.7.1 Drift Capacity of Critical Columns <\/td>\n<\/tr>\n
101<\/td>\n6.7.2 Drift Capacity of Critical Slab-Column Connections <\/td>\n<\/tr>\n
102<\/td>\n6.7.3 Drift Capacity of Critical Beam-Column Corner Connections
6.8 Determine Column Ratings <\/td>\n<\/tr>\n
104<\/td>\n6.8.1 Discontinuous Columns
6.9 Determine Story Ratings <\/td>\n<\/tr>\n
106<\/td>\n13-FEMA_P-2018_Ch7
7.1 Introduction
7.2 Identify Critical Stories <\/td>\n<\/tr>\n
107<\/td>\n7.3 Identify Critical Components
7.3.1 Critical Columns
7.3.1.1 Critical Columns Integral with Walls <\/td>\n<\/tr>\n
108<\/td>\n7.3.2 Critical Walls and Vertical Wall Segments
7.3.2.1 Critical Walls with Integral Columns
7.3.3 Critical Slab-Column Connections <\/td>\n<\/tr>\n
109<\/td>\n7.3.4 Critical Beam-Column Corner Connections
7.3.5 Discontinuous Columns
7.4 Calculate Global Seismic Drift Demand <\/td>\n<\/tr>\n
110<\/td>\n7.5 Calculate Story Drift Demand <\/td>\n<\/tr>\n
111<\/td>\n7.6 Calculate Drift Demands on Critical Components
7.6.1 Adjusted Drift Demand on Critical Components <\/td>\n<\/tr>\n
112<\/td>\n7.6.2 Torsional Amplification Factor
7.6.2.1 Calculation of the Maximum Torsional Amplification Factor
7.6.2.2 Calculation of Torsional Ratio <\/td>\n<\/tr>\n
113<\/td>\n7.6.2.3 Identification of Exceptionally High Seismic Risk Buildings based on the Torsional Ratio
7.6.3 Drift Factor
7.6.3.1 Drift Factor for Columns <\/td>\n<\/tr>\n
114<\/td>\n7.6.3.2 Drift Factor for Slab-Column Connections and Beam-Column Corner Connections
7.6.3.3 Drift Factor for Vertical Wall Segments
7.7 Calculate Drift Capacity of Critical Components
7.7.1 Drift Capacity of Critical Columns <\/td>\n<\/tr>\n
116<\/td>\n7.7.2 Drift Capacity of Critical Slab-Column Connections <\/td>\n<\/tr>\n
117<\/td>\n7.7.3 Drift Capacity of Critical Beam-Column Corner Connections
7.7.4 Drift Capacity of Critical Walls and Vertical Wall Segments <\/td>\n<\/tr>\n
119<\/td>\n7.7.4.1 Walls with Integral Columns or Boundary Elements <\/td>\n<\/tr>\n
120<\/td>\n7.8 Determine Column and Wall Ratings <\/td>\n<\/tr>\n
122<\/td>\n7.8.1 Discontinuous Columns
7.9 Determine Story Ratings <\/td>\n<\/tr>\n
124<\/td>\n14-FEMA_P-2018_Ch8
8.1 Introduction
8.2 Identify Critical Stories <\/td>\n<\/tr>\n
125<\/td>\n8.3 Identify Critical Components
8.3.1 Critical Walls and Vertical Wall Segments <\/td>\n<\/tr>\n
126<\/td>\n8.3.2 Other Critical Components
8.4 Calculate Global Seismic Drift Demand <\/td>\n<\/tr>\n
127<\/td>\n8.5 Calculate Story Drift Demand <\/td>\n<\/tr>\n
128<\/td>\n8.6 Calculate Drift Demands on Critical Components
8.6.1 Adjusted Drift Demand on Critical Components
8.6.2 Torsional Amplification Factor
8.6.3 Drift Factor <\/td>\n<\/tr>\n
129<\/td>\n8.7 Calculate Drift Capacity of Critical Components
8.7.1 Drift Capacity of Critical Walls and Vertical Wall Segments <\/td>\n<\/tr>\n
131<\/td>\n8.7.1.1 Walls with Integral Columns or Boundary Elements <\/td>\n<\/tr>\n
132<\/td>\n8.7.2 Drift Capacity of Other Critical Components
8.8 Determine Wall and Column Ratings
8.8.1 Determine Wall Ratings
8.8.2 Determine Column Ratings
8.9 Determine Story Ratings <\/td>\n<\/tr>\n
134<\/td>\n15-FEMA_P-2018_Ch9
9.1 Introduction <\/td>\n<\/tr>\n
135<\/td>\n9.2 Identify Critical Stories
9.3 Identify Critical Components
9.3.1 Critical Columns in Infilled Frame Systems
9.3.2 Other Critical Components <\/td>\n<\/tr>\n
136<\/td>\n9.4 Calculate Global Seismic Drift Demand <\/td>\n<\/tr>\n
137<\/td>\n9.5 Calculate Story Drift Demand
9.6 Calculate Drift Demands in Critical Components
9.6.1 Adjusted Drift Demand on Critical Components <\/td>\n<\/tr>\n
138<\/td>\n9.6.2 Torsional Amplification Factor
9.6.2.1 Calculation of Maximum Torsional Amplification Factor
9.6.2.2 Calculation of Torsional Ratio <\/td>\n<\/tr>\n
139<\/td>\n9.6.2.3 Identification of Exceptionally High Seismic Risk Buildings based on the Torsional Ratio
9.6.3 Drift Factor <\/td>\n<\/tr>\n
140<\/td>\n9.6.3.1 Drift Factor for Infilled-Frame Columns
9.6.3.2 Drift Factor for Other Components
9.7 Calculate Drift Capacity of Critical Components
9.7.1 Drift Capacity of Critical Columns in Infilled Frame Systems <\/td>\n<\/tr>\n
142<\/td>\n9.7.2 Drift Capacity of Other Critical Components
9.7.3 Drift Capacity of Critical Walls and Vertical Wall Segments <\/td>\n<\/tr>\n
143<\/td>\n9.8 Determine Column and Wall Ratings
9.8.1 Determine Ratings for Columns in Infilled Frame Systems <\/td>\n<\/tr>\n
144<\/td>\n9.8.2 Determine Ratings for Other Critical Components
9.9 Determine Story Ratings <\/td>\n<\/tr>\n
146<\/td>\n16-FEMA_P-2018_Ch10
10.1 Introduction
10.2 Determine Building Rating
10.3 Recommended Building Risk Levels <\/td>\n<\/tr>\n
147<\/td>\n10.3.1 Exceptionally High Seismic Risk Buildings
10.3.2 High Seismic Risk Buildings
10.3.3 Lower Seismic Risk Buildings <\/td>\n<\/tr>\n
148<\/td>\n17-FEMA_P-2018_AppA
A.1 Introduction
A.2 Column Plastic Rotation Capacity Determination <\/td>\n<\/tr>\n
149<\/td>\nA.2.1 Plastic Rotation Capacities for Flexure-Critical Columns
A.2.2 Plastic Rotation Capacities for Flexure-Shear and Shear-Critical Columns
A.2.3 Bias in Plastic Rotation Capacity Predictions <\/td>\n<\/tr>\n
151<\/td>\nA.2.4 Comparison of Plastic Rotation Capacity Prediction Methods <\/td>\n<\/tr>\n
153<\/td>\nA.2.5 Uncertainty in Plastic Rotation Capacities <\/td>\n<\/tr>\n
154<\/td>\nA.2.6 Elastic Component of Column Drift Capacity
A.2.7 Drift Capacity of Columns with Inadequate Lap Splices
A.3 Slab-Column Connection Drift Capacity Determination <\/td>\n<\/tr>\n
157<\/td>\n18-FEMA_P-2018_AppB
B.1 Overview
B.2 Structural Reliability Methods for Computing the Column Rating <\/td>\n<\/tr>\n
159<\/td>\n19-FEMA_P-2018_AppC
C.1 Overview
C.2 Probability Theory for Determining Probability of Story Collapse <\/td>\n<\/tr>\n
160<\/td>\nC.3 Development of Story Ratings <\/td>\n<\/tr>\n
162<\/td>\n20-FEMA_P-2018_AppD
D.1 Overview <\/td>\n<\/tr>\n
163<\/td>\nD.2 Numerical Simulation
D.2.1 Buildings Analyzed <\/td>\n<\/tr>\n
164<\/td>\nD.2.2 Modeling <\/td>\n<\/tr>\n
165<\/td>\nD.2.3 Ground Motion Selection and Scaling
D.2.4 Collapse <\/td>\n<\/tr>\n
166<\/td>\nD.2.5 Results <\/td>\n<\/tr>\n
168<\/td>\nD.3 Analytical Investigation of WSI <\/td>\n<\/tr>\n
170<\/td>\nD.4 Limitations <\/td>\n<\/tr>\n
171<\/td>\nD.5 Conclusions <\/td>\n<\/tr>\n
172<\/td>\n21-FEMA_P-2018_AppE
E.1 Overview <\/td>\n<\/tr>\n
173<\/td>\nE.2 Modeling
E.3 Ground Motion Selection and Scaling
E.4 Collapse
E.5 Development of Criteria for Exceptionally Weak Frame Buildings <\/td>\n<\/tr>\n
176<\/td>\nE.6 Investigation of Criteria for Exceptionally Weak Frame-Wall Buildings <\/td>\n<\/tr>\n
178<\/td>\n22-FEMA_P-2018_AppF
F.1 Introduction
F.2 Performance of Connections with Discontinuous Beam Bottom Longitudinal Reinforcement <\/td>\n<\/tr>\n
179<\/td>\nF.3 Strength of Joints in Beam-Column Connections without Joint Transverse Reinforcement <\/td>\n<\/tr>\n
180<\/td>\nF.4 Effect of Joint Eccentricity on Joint and Column Behavior <\/td>\n<\/tr>\n
182<\/td>\nF.5 Axial Failure of Beam-Column Connections <\/td>\n<\/tr>\n
183<\/td>\n23-FEMA_P-2018_AppG
G.1 Frame Buildings <\/td>\n<\/tr>\n
186<\/td>\nG.2 Frames with Deep Spandrels
G.3 Pier-Spandrel Systems <\/td>\n<\/tr>\n
190<\/td>\nG.4 Wall and Frame-Wall Buildings <\/td>\n<\/tr>\n
192<\/td>\n24-FEMA_P-2018_AppH
H.1 Introduction
H.2 Studies of the SDOF Drift Demand
H.2.1 Basic Procedure to Calculate SDOF Drift Demand <\/td>\n<\/tr>\n
193<\/td>\nH.2.2 Comparison with Results of Nonlinear Response History Analyses <\/td>\n<\/tr>\n
196<\/td>\nH.3 Studies of the Story Drift Demand
H.3.1 Basic Procedure to Calculate Story Drift Demand
H.3.2 Bare Frames <\/td>\n<\/tr>\n
205<\/td>\nH.3.3 Frames and Walls
H.3.3.1 Case 1: Frame Plus One Continuous Wall <\/td>\n<\/tr>\n
209<\/td>\nH.3.3.2 Case 2: Frame Plus Two Continuous Walls <\/td>\n<\/tr>\n
210<\/td>\nH.3.4 Frames with Walls Discontinuous in the First Story <\/td>\n<\/tr>\n
213<\/td>\nH.3.5 Frames with Walls Discontinuous in Upper Stories <\/td>\n<\/tr>\n
218<\/td>\nH.3.6 Buildings with Shear-Critical Walls <\/td>\n<\/tr>\n
220<\/td>\nH.3.6.1 Static Response: Pushover Analyses <\/td>\n<\/tr>\n
222<\/td>\nH.3.6.1 Dynamic Response <\/td>\n<\/tr>\n
229<\/td>\n25-FEMA_P-2018_AppI
I.1 Introduction <\/td>\n<\/tr>\n
230<\/td>\nI.2 Identify Critical Stories <\/td>\n<\/tr>\n
232<\/td>\nI.3 Simulation of Collapse of Torsionally-Sensitive Buildings
I.3.1 Buildings Analyzed <\/td>\n<\/tr>\n
234<\/td>\nI.3.2 Modeling <\/td>\n<\/tr>\n
235<\/td>\nI.3.3 Analysis Procedures <\/td>\n<\/tr>\n
236<\/td>\nI.3.4 Detailed Results for Selected Buildings <\/td>\n<\/tr>\n
237<\/td>\nI.3.5 Normalization of Results for Comparison between Buildings <\/td>\n<\/tr>\n
238<\/td>\nI.4 Extreme Torsion <\/td>\n<\/tr>\n
239<\/td>\nI.5 Neglecting Torsion <\/td>\n<\/tr>\n
241<\/td>\nI.6 Torsional Amplification
I.6.1 Torsional Amplification Overview
I.6.2 Extraction of Torsional Amplification from Analytical Models <\/td>\n<\/tr>\n
243<\/td>\nI.6.3 Torsional Amplification Results <\/td>\n<\/tr>\n
244<\/td>\nI.6.4 Torsional Amplification Calculations in Each Column
I.7 Comparison of Results to Other Torsion Studies <\/td>\n<\/tr>\n
246<\/td>\n26-FEMA_P-2018_AppJ
J.1 Overview
J.2 Drift Factor for Critical Columns
J.2.1 Buildings Analyzed
J.2.2 Results <\/td>\n<\/tr>\n
248<\/td>\nJ.3 Drift Factor for Critical Slab-Column Connections and Beam-Column Corner Connections
J.4 Drift Factor for Critical Wall and Wall Segments <\/td>\n<\/tr>\n
249<\/td>\n27-FEMA_P-2018_AppK
K.1 Introduction
K.2 Nonlinear Static Analysis
K.3 Incremental Dynamic Analysis <\/td>\n<\/tr>\n
252<\/td>\nK.4 Dynamic Analyses with Hazard-Consistent Ground Motions <\/td>\n<\/tr>\n
257<\/td>\nK.5 Dynamic Analyses for Torsion Studies <\/td>\n<\/tr>\n
259<\/td>\n28-FEMA_P-2018_AppL
L.1 Introduction
L.2 Bare Frames Models <\/td>\n<\/tr>\n
260<\/td>\nL.2.1 Building with Flexure-Controlled Columns <\/td>\n<\/tr>\n
261<\/td>\nL.2.2 Building with Shear-Critical Columns
L.3 Modeling Criteria of Frame-Wall Systems <\/td>\n<\/tr>\n
262<\/td>\nL.3.1 Frame-Wall Definition <\/td>\n<\/tr>\n
263<\/td>\nL.3.2 Wall Modeling Approach for Frame-Wall Systems <\/td>\n<\/tr>\n
269<\/td>\nL.3.3 Frame Modeling Approach for Frame-Wall Systems <\/td>\n<\/tr>\n
270<\/td>\n29-FEMA_P-2018_AppM
M.1 Column Shear Strength Equation <\/td>\n<\/tr>\n
271<\/td>\n30-FEMA_P-2018_AppN
N.1 Introduction
N.2 Expected Wall Behavior and Failure Mode <\/td>\n<\/tr>\n
273<\/td>\nN.3 Drift Capacity of Poorly Detailed Flexure-Controlled Walls <\/td>\n<\/tr>\n
276<\/td>\nN.4 Drift Capacity of Shear-Controlled Walls\/Piers <\/td>\n<\/tr>\n
279<\/td>\nN.5 Drift Capacity of Walls with Inadequate Lap Splices
N.6 Drift Capacity of Walls with L-Shaped, T-Shaped, and Half-Barbell Cross-Sections <\/td>\n<\/tr>\n
280<\/td>\nN.7 Drift Capacity of Walls Spirally Reinforced Columns at the Boundary Regions <\/td>\n<\/tr>\n
281<\/td>\nN.7.1 Flexure-Controlled Walls with Spirally Reinforced Columns
N.7.2 Shear-Controlled Walls with Spirally Reinforced Columns <\/td>\n<\/tr>\n
284<\/td>\n31-FEMA_P-2018_AppO
O.1 Introduction <\/td>\n<\/tr>\n
285<\/td>\nO.2 Simulation of Collapse of Buildings Infilled with Solid Infills
O.2.1 Details of the Prototype Buildings <\/td>\n<\/tr>\n
287<\/td>\nO.2.2 Development of Numerical Models <\/td>\n<\/tr>\n
289<\/td>\nO.2.3 Nonlinear Time-History Analyses <\/td>\n<\/tr>\n
290<\/td>\nO.2.4 Detailed Results for Prototype Buildings <\/td>\n<\/tr>\n
292<\/td>\nO.3 Calculation of Strength of Infilled Frame Buildings
O.3.1 Default Material Properties <\/td>\n<\/tr>\n
293<\/td>\nO.3.2 Plastic Mechanism of Infilled Frames
O.3.3 Column Effective Length <\/td>\n<\/tr>\n
295<\/td>\nO.3.4 Classification of Infilled Frames based on Failure Mechanism <\/td>\n<\/tr>\n
296<\/td>\nO.3.5 Strength of Single Infilled Bay with Solid Panel <\/td>\n<\/tr>\n
298<\/td>\nO.3.6 Strength of Single Infilled Bay with Openings <\/td>\n<\/tr>\n
302<\/td>\nO.3.7 When to Ignore Infills in Strength? <\/td>\n<\/tr>\n
304<\/td>\nO.3.8 Calculation of Story-Shear Strength <\/td>\n<\/tr>\n
306<\/td>\nO.4 Estimation of Effective Periods <\/td>\n<\/tr>\n
307<\/td>\nO.5 Determination of Story-Drifts <\/td>\n<\/tr>\n
308<\/td>\nO.6 Impact of Infill on Column Ratings <\/td>\n<\/tr>\n
310<\/td>\n33-FEMA_P-2018_Symbols <\/td>\n<\/tr>\n
318<\/td>\n34-FEMA_P-2018_References <\/td>\n<\/tr>\n
331<\/td>\n35-FEMA_P-2018_Participants
FEMA Emergency Management Agency
Applied Technology Council
Project Technical Committee
Project Review Panel <\/td>\n<\/tr>\n
332<\/td>\nWorking Group Members <\/td>\n<\/tr>\n
333<\/td>\nTrial Evaluation Participants <\/td>\n<\/tr>\n
334<\/td>\n36-FEMAP-2018_BackCover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-2018, Seismic Eval Older Concrete Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2018<\/td>\n334<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":334538,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-334535","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","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\/334535","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\/334538"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=334535"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=334535"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=334535"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}